DEA Report Main Production Building 18-02-2024

9-storied RMG Factory Building Structural Analysis and Design Report Report on DETAILED ENGINEERING ASSESSMENT 2-Storied Main Production Building NOYANPURA BAZAR ROAD, MAWNA UNION, GAZIPUR, BANGLADESH Client DEKKO GARMENTS LTD. (DEKKO-ISHO GROUP) Date: October 28, 2023 Submitted by Environment and Infrastructure Management Solution (EIMS) Limited Office: Flat 4B & 5B, 126/3 Monipuripara (Gate-1), Airport Road, Tejgaon, Dhaka-1215 Email: office@eimslbd.com Telephone: +880258153382 i|Page Document information DETAIL ENGINEERING ASSESSMENT (DEA) REPORT Under Title of the assignment Contract number Location Consultant (DEA services) Consultant (Geotechnical investigation) : Detail Engineering Assessment (DEA) of 2-storied Main Production Building with mezzanine floor. : N/A : Noyanpura Bazar Road, Mawna Union, Gazipur. Bangladesh. : Environment and Infrastructure Management Solution (EIMS) Limited : Bari Nirman Kowshal Document Version: 1.0 February 1, 2024 Client DEKKO Garments Limited (DEKKO-ISHO Group) Client’s supervisor of this assignment Arif Hasan Jony Assisstant General Manager DEKKO Garments Limited Submitted by ENVIRONMENT AND INFRASTRUCTURE MANAGEMENT SOLUTION (EIMS) LIMITED 126/3 Monipuripara (Gate-1), Airport Road, Tejgaon, Dhaka-1215 e: office@eimslbd.com | design@eimslbd.com m: +880 1713-034019 Disclaimer All rights reserved. No part of this publication may be reproduced or transmitted in any form or by any means electronic, mechanical, photocopied, recorded or otherwise, or stored in any retrieval system of any nature without the written permission of the copyright holder. © 2021 Environment and Infrastructure Management Solution (EIMS) Limited REPORT | DETAIL ENGINEERING ASSESSMENT i Contents INTRODUCTION ......................................................................................................... 1 BUILDING INFORMATION........................................................................................... 1 SCOPE OF WORKS ...................................................................................................... 2 SUMMARY OF VISIT ................................................................................................... 2 ANALYSIS ASSUMPTIONS ........................................................................................... 7 5.1 Construction material properties ........................................................................................... 7 5.2 Building codes and references .............................................................................................. 10 5.3 Structural system .................................................................................................................. 10 5.4 Strength reduction factors for design ................................................................................... 10 5.5 Gravity loads ......................................................................................................................... 10 5.6 Lateral loads .......................................................................................................................... 11 5.7 Load combinations ................................................................................................................ 14 5.8 Boundary condition............................................................................................................... 14 5.9 Application of gravity loads in software ............................................................................... 15 5.10 Application of lateral loads in software ................................................................................ 16 ADEQUACY OF BUILDING STRUCTURE ...................................................................... 18 6.1 Concrete columns ................................................................................................................. 18 6.2 Concrete beams .................................................................................................................... 25 6.3 Adequacy of RC slab .............................................................................................................. 73 6.4 Adequacy of Steel Frame and Bracing .................................................................................. 75 ADEQUACY OF FOUNDATION ................................................................................... 76 7.1 Geotechnical capacity ........................................................................................................... 76 7.2 Geotechnical Capacity of foundations .................................................................................. 77 7.3 Punching Shear Check ........................................................................................................... 84 SEISMIC CHECKS ...................................................................................................... 92 8.1 Stiffness Irregularity check .................................................................................................... 92 Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT ii 8.2 Storey Drift check .................................................................................................................. 92 8.3 Torsional irregularity check................................................................................................... 93 SERVICEABILITY CHECK ............................................................................................ 93 ADEQUECY OF STEEL STRUCTURE AFTER RETROFITTING ........................................... 94 10.1 Adequacy of Steel Frame and Bracing .................................................................................. 94 ASCE 41 TIER 1 RECOMMENDATION AND RESPONSE ................................................ 95 CONCLUSION AND RECOMMENDATION ................................................................... 95 DISCLAIMER............................................................................................................. 96 List of figures Figure 4.1: Main Production building. .................................................................................................... 3 Figure 4.2: A quick Ferro-scanning at GF column. .................................................................................. 3 Figure 4.3: A quick Ferro-scanning at GF column. .................................................................................. 4 Figure 4.4: A quick Ferro-scanning of Beam and Column. ...................................................................... 4 Figure 4.5: Verification of RCC Members. ............................................................................................... 5 Figure 4.6: Verification of Steel Members. ............................................................................................. 5 Figure 4.7: Concrete core sample collection from GF column. .............................................................. 6 Figure 4.8: Samples of concrete core collected from ground floor column and beam. ......................... 6 Figure 5.1: Calculation of equivalent concrete strength according to ACI 214.4R-2010 and ACI 562M2013. ....................................................................................................................................................... 7 Figure 5.2: Compressive strength test report of Concrete core samples (page-1) ................................ 8 Figure 5.3: Compressive strength test report of Concrete core samples (page-2) ................................ 9 Figure 5.4: Wind load Assignment on X direction................................................................................. 12 Figure 5.5: Wind load Assignment on Y direction ................................................................................. 13 Figure 5.6: Assigned floor finish load on typical floor (psf) .................................................................. 15 Figure 5.7: Typically assigned floor finish on typical floors (psf) .......................................................... 15 Figure 5.8: Assigned equivalent static seismic load along X direction as per BNBC 2006 .................... 16 Figure 5.9: Assigned equivalent static seismic load along Y direction as per BNBC 2006 .................... 16 Figure 5.10: Assigned equivalent static seismic load along X direction as per BNBC 2006 .................. 17 Figure 5.11: Assigned equivalent static seismic load along Y direction as per BNBC 2006 .................. 17 Figure 6.1: Column PMM ratio along Grid-A ........................................................................................ 19 Figure 6.2: Column PMM ratio along Grid-A’ ....................................................................................... 19 Figure 6.3: Column PMM ratio along Grid-B......................................................................................... 19 Figure 6.4: Column PMM ratio along Grid-B’........................................................................................ 20 Figure 6.5: Column PMM ratio along Grid-C......................................................................................... 20 Figure 6.6: Column PMM ratio along Grid-D ........................................................................................ 20 Figure 6.7: Column PMM ratio along Grid-D’ ....................................................................................... 21 Figure 6.8: Column PMM ratio along Grid-E ......................................................................................... 21 Figure 6.9: Column PMM ratio along Grid-F ......................................................................................... 21 Figure 6.10: Column PMM ratio along Grid-F’ ...................................................................................... 22 Figure 6.11: Column PMM ratio along Grid-G ...................................................................................... 22 Figure 6.12: Column PMM ratio along Grid-H ...................................................................................... 22 Figure 6.13: Column PMM ratio along Grid-I ........................................................................................ 23 Figure 6.14: Column PMM ratio along Grid-J ....................................................................................... 23 Figure 6.15: Column PMM ratio along Grid-K....................................................................................... 24 Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT iii Figure 6.16: Column PMM ratio of all concrete members. .................................................................. 24 Figure 6.17: 1st floor slab required top reinforcement along N-S direction (in2/ft).............................. 73 Figure 6.18: 1st floor slab required bottom reinforcement along N-S direction (in2/ft) ....................... 74 Figure 6.19: Adequacy of Steel Truss (PMM) ........................................................................................ 75 Figure 10.1: Adequacy of Steel Truss (PMM) ........................................................................................ 94 List of tables Table 2.1: Building general information ................................................................................................. 1 Table 5.1: Concrete strength at different location of building for DEA .................................................. 7 Table 5.2: Building code and references for evaluation ....................................................................... 10 Table 5.3: Strength reduction factor for structural members .............................................................. 10 Table 5.4: Strength reduction factor for structural members .............................................................. 10 Table 5.5: Information of construction material properties for analysis ............................................. 11 Table 5.6: Typically assigned live loads on floors.................................................................................. 11 Table 5.7: Requirement for earthquake Load Calculation .................................................................... 13 Table 5.8: Mass source definition for seismic weight calculation ........................................................ 18 Table 6.1: Stress level categories for concrete columns (P-M-M ratio) ............................................... 18 Table 6.2: Beam adequacy check .......................................................................................................... 25 Table 6.3: Slab reinforcement (provided) ............................................................................................. 74 Table 7-1: Parameters for the sample bearing capacity calculation of footing F1 using BH-02........... 76 Table 7-2: Sample bearing capacity calculation of footing F1 using BH-02 .......................................... 76 Table 7-3: Geotechnical capacity summary for footings ...................................................................... 76 Table 7-4: Geotechnical adequacy check.............................................................................................. 77 Table 7-5: Punching adequacy check .................................................................................................... 84 Table 8.1: Stiffness Irregularity check in X-direction ............................................................................ 92 Table 8-2: Stiffness irregularity check in Y-direction ............................................................................ 92 Table 8-3: Storey drift check in X-direction .......................................................................................... 92 Table 8-4: Storey drift check in Y-direction........................................................................................... 92 Table 8-5: Torsional irregularity check in X-direction ........................................................................... 93 Table 8-6: Torsional irregularity check in Y-direction ........................................................................... 93 Table 8-7: Moment amplification to account for torsional irregularity check in X-direction (EX) ....... 93 Table 8-8: Moment amplification to account for torsional irregularity check in Y-direction (EY)........ 93 Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 1 INTRODUCTION The 2-Storied Main Production Building is the production building of DEKKO Garments Limited as a part of DEKKO-ISHO Group. The building is located at Noyanpura Bazar Road, Mawna Union, Gazipur, Bangladesh. The authority of DEKKO Garments Limited engaged Environment and Infrastructure Management Solution (EIMS) Limited for performing Detail Engineering Assessment (DEA) of the building. In this regard, a technical team comprising of two (02) members was formed by EIMS management to carry out the work. DEA was performed considering the as-built condition of the building. This report manifests the structural analysis & structural member’s adequacy considering the Bangladesh National Building Code (2006) code, specified live loads as per current occupancy levels by the factory management. Density of construction materials considered based on the aggregate types and existing superimposed dead loads. The overall analysis has been performed according to Bangladesh National Building Code (2006) to consider seismic forces based on defined soil conditions and wind loads as per defined exposure category. Concrete cores were collected to evaluate equivalent concrete strength (As per ACI-562) for structural members only. The equivalent core strength is 4,243 psi following core test report and existing rebar yield strength is considered 60,000 psi. The structural and architectural drawings were verified by quick-scanning, physical inspection, and dimensions measurement, etc. Foundation was checked using the information available in the sub-soil investigation report. The summary of the outcomes and recommendations are illustrated in following section of this report. BUILDING INFORMATION The building is a RCC intermediate moment resisting frame with steel roof truss. The general building information written in Table 2.1. Table 2.1: Building general information Key Item Construction year Building occupancy Description of Key Item 2016-18 2-storied Production Building     Structural system Total story number Building plan dimension Ground floor – sewing machines, cutting tables, hangers, Sub-store etc. Mezzanine Floor- male and female toilet block. First floor – sewing machines, cutting tables, hangers, fabric-store etc. Roof – open to sky Moment Resisting Frame 2-storied 74.95 m along north south face, 182.69 m along east west face. Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Key Item Floor height Source drawings Provided as-built drawings Geotechnical information Foundation information Construction material and strength 2 Description of Key Item 2-storied RMG storage building; total building height = 16.76 m (approx.) and the mezzanine floor is 3.85 m from the EGL level. Architectural, structural drawings. Architectural, structural drawings and allowable live load plans prepared. Bari Nirman Kowshal Single column foundation having typical depth of 2400 mm with compacted sand layer. Concrete design compressive strength, 𝑓𝑐′ = 4,243 𝑝𝑠𝑖 as per the core test from column and beam (stone aggregates). Yield strength of steel deformed bar mentioned 𝑓𝑦 = 60,000 𝑝𝑠𝑖 (flexural) for rebar as per the structural drawings. SCOPE OF WORKS The general objectives of this assessment are to identify the major structural deficiencies by doing the linear structural analysis with respect to the existing building information such as construction drawings, information of construction material strength and analysis according to building code, earthquake load based on the ground motion. To conduce this assessment the scope of works is mentioned belowa) Verification of as-built drawings (architectural and structural parts) b) Concrete core sample collection a total of 10 from ground floor and first floor. c) Detailed Engineering Assessment (DEA) and serviceability checks. d) Remedial measures for infill out of plane failure for masonry walls. SUMMARY OF VISIT During the building visit the physical checking and quick Ferro-scanning of major structural elements were carried out. The pictorial evidences are shown in figures below. In Figure 4.2 the team also found two unrecognized additions which do not have any available documents present. Recommendation about these two additions is given in the Recommendation and conclusion section of this report. Figure 4.3 shows the identification of rebar position and number by Ferroscanning to image creating process. Figure 4.7 and Figure 4.8 shows the concrete core cutting on the ground floor and collected samples. Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 3 Figure 4.1: Main Production building. Figure 4.2: A quick Ferro-scanning at GF column. Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 4 Figure 4.3: A quick Ferro-scanning at GF column. Figure 4.4: A quick Ferro-scanning of Beam and Column. Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 5 Figure 4.5: Verification of RCC Members. Figure 4.6: Verification of Steel Members. Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 6 Figure 4.7: Concrete core sample collection from GF column. Figure 4.8: Samples of concrete core collected from ground floor column and beam. Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited 7 REPORT | DETAIL ENGINEERING ASSESSMENT ANALYSIS ASSUMPTIONS 5.1 Construction material properties The summary of construction material properties for 2-Storied Main Production Building is mentioned in Table 5.1 from the given structural drawing and material test reports. Table 5.1: Concrete strength at different location of building for DEA 𝒇′𝒄 used in analysis Structural Element Beam Column Slab 4,243 psi Calculation of equivalent core strength Code Reference: Project: Dekko Garments Limited (Utility Building) (i) ACI 214.4R-2010: Conversion of core strengths to equivalent inplace strengths (Art. 9.1, 9.2) Location: Noyanpura Bazar Road, Mawna Union, Gazipur. (ii) ACI 562M-2013: Calculation of the equvalent specified concrete strength (Art. 6.4.3) Compressive Strength of Cores, Test Method: ASTM C42/C42M Serial Sample Core Location Length Diameter Strength Strength Failure Strength correction factors (ACI 214.2R)*Strength*Strength ID l (in) d (in) fcore (psi) fcore (MPa) Type Fl/d Fdia Fmc Fdrill fc (psi) fc (MPa) Column, GF 1 Core-1 5.20 2.68 3030 20.89 Combined 3337.491 23.01 (Grid# A-24) 0.999552 1.0396 1 1.06 Column, GF 2 Core-2 5.24 2.68 6310 43.51 Combined 6951.821 47.93 (Grid# B-20) 0.999763 1.0396 1 1.06 Shear Wall, GF 3 Core-3 5.20 2.68 6060 41.78 Combined 6675.207 46.02 (Grid# D-17) 0.999586 1.0396 1 1.06 Column, GF 4 Core-4 5.20 2.68 5420 37.37 Combined 5970.192 41.16 (Grid# A'-12) 0.999578 1.0396 1 1.06 Column, GF 5 Core-5 5.20 2.68 6000 41.37 Combined 6609.112 45.57 (Grid# A'-8) 0.999585 1.0396 1 1.06 Column, GF 6 Core-6 5.24 2.68 5350 36.89 Combined 5894.139 40.64 (Grid# H-4) 0.999757 1.0396 1 1.06 Column, GF 7 Core-7 5.16 2.68 5150 35.51 Combined 5671.464 39.10 (Grid# H-10) 0.999346 1.0396 1 1.06 Column, GF 8 Core-8 5.20 2.68 3470 23.92 Combined 3822.162 26.35 (Grid# I-11) 0.999557 1.0396 1 1.06 Column, GF 9 Core-9 5.24 2.68 5340 36.82 Combined 5883.121 40.56 (Grid# A-1) 0.999757 1.0396 1 1.06 Beam, RF (Grid# 10 Core-10 5.24 2.68 2830 19.51 Mortar 3117.784 21.50 A'-3-4) 0.999741 1.0396 1 1.06 Now, the following calculations are The sample mean in-place strength, f c,avg = 5393.249 psi Standard deviation of in-place strength, S c = 1426.893 psi Coefficient of variation V = Scfc,avg = 0.26457 Total number of cores, n = 10 V, modification factor kc = 1.08 Also, Aggregate type of concrete core = Stone Therefore, The equvalent specified concrete strength fc,eqv = 0.9*fc,avg*[1-1.28*{(kc*V) 2/n+0.0015}1/2] 4.243 ksi and Ec = 3712.94 ksi fc,eqv = 29.26 MPa 25599.8 MPa Figure 5.1: Calculation of equivalent concrete strength according to ACI 214.4R-2010 and ACI 562M-2013. Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 8 Figure 5.2: Compressive strength test report of Concrete core samples (page-1) Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 9 Figure 5.3: Compressive strength test report of Concrete core samples (page-2) Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited 10 REPORT | DETAIL ENGINEERING ASSESSMENT 5.2 Building codes and references The following building codes followed for the selection of occupancy, gravity and lateral loads, soil classification and other design guidance for the evaluation of the building. Table 5.2: Building code and references for evaluation Building Code BNBC 2006 ASCE 7-05 Name Bangladesh National Building Code (2006) – published by Housing and Building Research Institute, Dhaka, Bangladesh Minimum Design Loads for Buildings and Other Structures – published by American Society of Civil Engineers Purpose Analysis, Design Guideline, Loads and Loads Combinations and Strength Reduction Factor Loads 5.3 Structural system Intermediate moment resisting frame was assumed as a lateral force resisting system for RCC portion. Ordinary moment resisting frame system was assumed for Steel portion. 5.4 Strength reduction factors for design According to BNBC 2006, the strength of material shall have to be considered with multiplying a certain reduction factor depending on the behavior of structural members while designing the physical dimension of members and shown in Table 5.4. Table 5.3: Strength reduction factor for structural members Behavior of Structural Member Bending Compression Torsion Shear Strength Reduction Factor,  0.90 0.75 0.90 0.90 Table 5.4: Strength reduction factor for structural members Behavior of Structural Member Tension controlled Compressive controlled - with spiral reinforcement with ties reinforcement Shear and/ or torsion Shear seismic Joint shear Strength Reduction Factor,  0.90 0.75 0.65 0.75 0.60 0.85 5.5 Gravity loads 5.5.1 Dead load For this building, the total weight of columns, beams and slabs for each floor is considered as selfweight of structure. Weight due to floor finish, brick masonry wall and parapet wall act as super dead load. According to BNBC 2006, the unit weights of reinforced concrete, brick masonry wall are mentioned in Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited 11 REPORT | DETAIL ENGINEERING ASSESSMENT Table 5.5. Table 5.5: Information of construction material properties for analysis Building 2-storied Main Production Building Material Unit Weight Description (pcf) Steel Beam 490 Concrete having 150 Stone aggregates with steel bar Steel deformed 490 bar Compressive or Yield Modulus of Strength (psi) Elasticity (psi) For Beam 50,000 29,000,000 For column 4,243 3,712,883 For beam 4,243 3,712,883 For floor slab 4,243 3,712,883 For column 60,000 29,000,000 For beam 60,000 29,000,000 For floor slab 60,000 29,000,000 120 For partition N/A N/A Brick masonry wall Note 1: Compressive strength is for concrete and yield strength is for steel deformed bar Note 2: The floor finish is considered on average as 20 psf. 5.5.2 Live load Live load is the load superimposed by the use or occupancy of the building not including the environmental loads such as wind load, rain load, earthquake load or dead load. The live loads used for the structural design of floors, roof and the supporting members shall be the greatest applied loads arising from the intended use or occupancy of the building. Or from the stacking of materials and the use of equipment and propping during construction but shall not be less than the minimum design live loads set out by the provisions of this section. The assigned live loads are considered for the building. Table 5.6: Typically assigned live loads on floors Building Name Occupancy 2-Storied Main  Stair/Fire scape Production Building  Storage Area  Swing and cutting area  Office Area  Toilet Area  Open to Sky (flat roof)  Open to Sky (inclined roof) Assigned Live Load (kN/m2) 5.0 6.0 3.0 3.0 2.0 1.5 1.0 These loads are lower than the code specified and chosen after analysis. This is a proposed load plan must be maintained for the structure throughout its life span. 5.6 Lateral loads 5.6.1.1 Wind load (RCC) The minimum design wind load on buildings and components thereof shall be determined based on the velocity of the wind, the shape and size of the building and the terrain exposure condition of the site as set forth by the provisions of this section. For the overall design of structures, the general design requirements as specified in BNBC 2006. Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited 12 REPORT | DETAIL ENGINEERING ASSESSMENT a) Building location : b) Wind exposure category [CL. 2.4.4.1] : c) Importance coefficient, I [Table 6.2.9] : Gazipur, Dhaka Division A 1.0 The equation for calculating design wind pressure is 𝑝𝑧=𝐶𝐶𝐶𝐼𝐶𝐺𝐶𝑧𝐶𝑝𝑒𝑉𝑏2 and values of other coefficients vary with respect to each floor height from the existing ground level and geometry of building plan. Wind load calculation-RCC Portion (BNBC 2006): Mean floor height, h = 14.78 m Basic Wind Speed, V𝑏 = 215 𝑘𝑚h−1 [BNBC-2006 Table 6.2.8] Velocity to Pressure conversion Coefficient, Cc = 0.0000472; Importance Factor, CI = 1 [BNBC 2006 Table 6.2.9] 2 Sustained Wind Pressure, qz = Cc Ci CZ V𝑏 [BNBC 2006 Eq. 2.4.1] For X-direction roof wind, Figure 5.4: Wind load Assignment on X direction Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 13 For Y-direction roof wind, Figure 5.5: Wind load Assignment on Y direction 5.6.1.2 Seismic force Equivalent static method: The evaluation of the seismic loads starts with the calculation of the design base shear which is derived from the design response spectrum. This Section presents different computations relevant to the equivalent static analysis procedure. All the relevant information for the equivalent static method is followed from the Art. 2.5, Part 6, BNBC 2006. The total seismic weight is defied from the (i) self-weight of the structure (ii) all super imposed dead loads. The site-specific coefficients are mentioned below. Table 5.7: Requirement for earthquake Load Calculation Required Information Seismic zone and PGA Structural Importance Coefficient, I Response Modification Coefficient, R Site dependent soil coefficient, S Parameters for Earthquake Load Zone-2 (Z=0.15) 1 (standard) For Concrete - 8 (IMRF) For Steel – 6 (OMRF) 1.5 Reference of BNBC 2006 Table 6.2.22, Part 6 Table 6.2.23, Part 6 Table 6.2.24, Part 6 Table 6.2.25, Part 6 Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 14 Required Information Parameters for Earthquake Reference of BNBC Load 2006 For RCC Structural fundamental 0.03 (for FPS unit) Art. 2.5.6.2, Part 6 period coefficient, Ct For Steel Structural fundamental 0.035 (for FPS unit) Art. 2.5.6.2, Part 6 period coefficient, Ct 5.7 Load combinations According to the BNBC 2006 load combinations for concrete moment resisting frames are mentioned for analyzing. Notification for each load pattern is mentioned below. Dead Load = D, Live Load = L/Lf, Roof Live Load= Lr Wind Load = W Earthquake Load = E Wind and earthquake load along X and Y directions are considered for load combinations. For steel structural members: 1. 1.4D 2. 1.2D + 1.6Lf +0.5Lr 3. 1.2D + 0.5Lf +1.6Lr 4. 1.2D + 0.5Lf ± 0.8 W 5. 1.2D + 0.5Lf + 0.5Lr ± 1.3 W 6. 1.2D + 0.5Lf ± 1.5 E 7. 0.9D ± 1.3 W 8. 0.9D ± 1.5 E For concrete structural members: 1. 1.4D 2. 1.4D + 1.7L 3. 1.05D + 1.275L ± 1.275 W 4. 1.05D + 1.275L ± 1.4025 E 5. 0.9D ± 1.3 W 6. 0.9D ± 1.43 E 5.8 Boundary condition In finite element analysis, the boundary condition is an important parameter. It depends on the building structural system, configuration, foundation type etc. The foundation of the evaluated building is deep foundation. The base points of all columns were considered as fixed support. Fixed support condition of any base means that the translational movements along the three principal axes is restrained and the rotation about the three principal axes is restrained. Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 15 5.9 Application of gravity loads in software 5.9.1 Assignment of load due to Live Load finish Figure 5.6: Assigned floor finish load on typical floor (psf) 5.9.2 Assignment of load due to Floor Finish Figure 5.7: Typically assigned floor finish on typical floors (psf) Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 16 5.10 Application of lateral loads in software 5.10.1 Assignment of earthquake load for DEA model (RCC Portion) Figure 5.8: Assigned equivalent static seismic load along X direction as per BNBC 2006 Figure 5.9: Assigned equivalent static seismic load along Y direction as per BNBC 2006 Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 17 5.10.2 Assignment of earthquake load for DEA model (Steel Portion) Figure 5.10: Assigned equivalent static seismic load along X direction as per BNBC 2006 Figure 5.11: Assigned equivalent static seismic load along Y direction as per BNBC 2006 Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited 18 REPORT | DETAIL ENGINEERING ASSESSMENT Table 5.8: Mass source definition for seismic weight calculation Load Pattern Multiplier Dead 1 FF 1 PW 1 Live Storage 0.25 These masses were defined as follows:  Include lateral mass  Lump lateral mass at story levels ADEQUACY OF BUILDING STRUCTURE 6.1 Concrete columns Adequacy of structural capacity of column (P-M-M interaction ratio) according to design guideline has been presented in following figures. Two categories are considered to indicate two stress conditions and mentioned in Table 6.1. Table 6.1: Stress level categories for concrete columns (P-M-M ratio) Categories 1 2 Description P-M-M ratio ≤ 1.05 P-M-M ratio > 1.05 Remark Adequate Inadequate The PMM ratios for columns are shown below- Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 19 Figure 6.1: Column PMM ratio along Grid-A Figure 6.2: Column PMM ratio along Grid-A’ Figure 6.3: Column PMM ratio along Grid-B Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 20 Figure 6.4: Column PMM ratio along Grid-B’ Figure 6.5: Column PMM ratio along Grid-C Figure 6.6: Column PMM ratio along Grid-D Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 21 Figure 6.7: Column PMM ratio along Grid-D’ Figure 6.8: Column PMM ratio along Grid-E Figure 6.9: Column PMM ratio along Grid-F Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 22 Figure 6.10: Column PMM ratio along Grid-F’ Figure 6.11: Column PMM ratio along Grid-G Figure 6.12: Column PMM ratio along Grid-H Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 23 Figure 6.13: Column PMM ratio along Grid-I Figure 6.14: Column PMM ratio along Grid-J Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 24 Figure 6.15: Column PMM ratio along Grid-K Figure 6.16: Column PMM ratio of all concrete members. Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 25 6.2 Concrete beams Adequacy of concrete beams depends on flexural, shear and torsional capacity of beam based on the analysis. The required flexural demand especially the reinforcement requirement of grade and floor beams are shown below after retrofitting of steel columns. It has been found that all beams are adequate in flexure. Table 6.2: Beam adequacy check Beam information Required As Top As Bot in² in² Provided As Top As Bot in² in² Label Story Section Loc. B2910 RF FB212-300x750 End-I 1.0656 0.472 2.922 B2910 B2910 B2912 B2912 B2912 B2913 B2913 B2913 B2914 B2914 B2914 B2915 RF RF RF RF RF RF RF RF RF RF RF RF FB212-300x750 FB212-300x750 FB211-300x750 FB211-300x750 FB211-300x750 FB211-300x750 FB211-300x750 FB211-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I 0.1989 1.0576 0.2474 0.0395 0.2518 0.177 0.0343 0.168 1.0656 0.2288 1.0656 1.0656 1.051 0.513 1.066 1.541 1.066 1.069 1.66 1.084 0.975 1.568 0.985 0.954 B2915 B2915 B2916 B2916 B2916 RF RF RF RF RF FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 Middle End-J End-I Middle End-J 0.2157 1.0656 1.0656 0.2062 1.0656 1.564 0.991 0.907 1.514 0.899 Remarks Top Bot 1.461 Adequate Adequate 0.974 2.922 1.461 1.461 1.461 1.461 1.461 1.461 2.922 0.974 2.922 2.922 2.922 1.461 1.461 2.922 1.461 1.461 2.922 1.461 1.461 2.922 1.461 1.461 Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate 0.974 2.922 2.922 0.974 2.922 2.922 1.461 1.461 2.922 1.461 Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 26 Beam information Label Story Section Loc. B2917 B2917 B2917 B2918 B2918 B2918 B2919 B2919 B2919 B2920 B2920 B2920 B2921 B2921 B2921 B2922 B2922 B2922 B2923 B2923 B2923 B2924 B2924 B2924 RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF FB212-300x750 FB212-300x750 FB212-300x750 FB211-300x750 FB211-300x750 FB211-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB211-300x750 FB211-300x750 FB211-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 1.0656 0.2045 1.0656 0.1808 0.0349 0.1807 1.0656 0.2275 1.0656 0.2581 0.0352 0.2535 0.9191 0.3178 0.3178 0.3388 0.4027 1.0656 1.0656 0.4377 0.2152 0.1793 0.4041 1.0656 0.891 1.514 0.911 1.066 1.638 1.066 0.935 1.531 0.907 1.066 1.513 1.066 0.322 0.909 1.066 1.066 0.869 0.471 0.323 0.558 1.031 1.042 0.52 0.292 Provided As Top As Bot in² in² 2.922 0.974 2.922 1.461 1.461 1.461 2.922 0.974 2.922 1.461 1.461 1.461 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 1.461 2.922 1.461 1.461 2.922 1.461 1.461 2.922 1.461 1.461 2.922 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 27 Beam information Label Story Section Loc. B2925 B2925 B2925 B2926 B2926 B2926 B2927 B2927 B2927 B2928 B2928 B2928 B2929 B2929 B2929 B2930 B2930 B2930 B2931 B2931 B2931 B2932 B2932 B2932 RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 1.0656 0.2242 1.0656 1.0656 0.1932 1.0656 1.0656 0.2289 0.1978 0.1702 0.3063 1.0392 1.0656 0.337 0.1657 0.1374 0.1601 0.9053 0.8698 0.1406 0.1406 0.1744 0.3627 1.0656 0.344 1.066 0.319 0.298 1.066 0.277 0.321 0.5 1.066 1.066 0.641 0.272 0.301 0.638 1.066 1.041 0.592 0.18 0.182 0.581 1.006 1.066 0.614 0.302 Provided As Top As Bot in² in² 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 28 Beam information Label Story Section Loc. B2933 B2933 B2933 B2934 B2934 B2934 B2935 B2935 B2935 B2936 B2936 B2936 B2937 B2937 B2937 B2938 B2938 B2938 B2939 B2939 B2939 B2940 B2940 B2940 RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 FB201-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 1.0318 0.3076 0.1537 0.1679 0.4302 1.0656 1.0656 0.1744 1.05 1.0656 0.1611 1.0656 1.0656 0.1943 0.1668 0.17 0.3412 1.0656 1.0656 0.3445 0.1812 0.1558 0.1875 0.91 0.254 0.493 1.047 1.065 0.489 0.298 0.286 1.066 0.265 0.243 1.066 0.259 0.278 0.494 1.062 1.062 0.605 0.275 0.301 0.653 1.066 1.066 0.657 0.221 Provided As Top As Bot in² in² 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 29 Beam information Label Story Section Loc. B2941 B2941 B2941 B2942 B2942 B2942 B2949 B2949 B2949 B2954 B2954 B2954 B2955 B2955 B2955 B2956 B2956 B2956 B2957 B2957 B2957 B2958 B2958 B2958 RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF FB211-300x750 FB211-300x750 FB211-300x750 FB211-300x750 FB211-300x750 FB211-300x750 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.175 0.0356 0.1715 0.1797 0.0334 0.1759 0.1649 0.0797 0.1303 0.6006 0.2138 0.3993 0.4506 0.0708 0.5376 0.5213 0.0786 0.5373 0.5217 0.076 0.5416 0.5307 0.0663 0.4656 1.07 1.656 1.078 1.066 1.64 1.066 0.099 0.196 0.158 0.275 0.33 0.068 0.107 0.224 0.129 0.136 0.264 0.14 0.138 0.266 0.14 0.137 0.236 0.099 Provided As Top As Bot in² in² 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 2.922 1.461 1.461 2.922 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 30 Beam information Label Story Section Loc. B2959 B2959 B2959 B2960 B2960 B2960 B2962 B2962 B2962 B2965 B2965 B2965 B2966 B2966 B2966 B2970 B2970 B2970 B2971 B2971 B2971 B2972 B2972 B2972 RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB311-300x600 FB311-300x600 FB311-300x600 FB311-300x600 FB311-300x600 FB311-300x600 FB311-300x600 FB311-300x600 FB311-300x600 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.3993 0.1352 0.6006 0.6944 0.1475 0.6006 0.1469 0.0667 0.108 0.3644 0.2146 0.6006 0.3064 0.1251 0.4411 0.3059 0.0501 0.2994 0.3009 0.049 0.3388 0.7838 0.1839 0.7588 0.053 0.268 0.179 0.271 0.511 0.213 0.096 0.184 0.125 0.446 0.272 0.394 0.468 0.286 0.366 0.093 0.111 0.077 0.091 0.083 0.092 0.232 0.526 0.28 Provided As Top As Bot in² in² 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.56 1.56 1.56 1.56 1.56 1.56 2.085 0.624 2.085 2.085 0.624 2.085 2.085 0.624 2.085 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 0.936 0.936 0.936 0.936 0.936 0.936 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 31 Beam information Label Story Section Loc. B2973 B2973 B2973 B2974 B2974 B2974 B2975 B2975 B2975 B2976 B2976 B2976 B2977 B2977 B2977 B2978 B2978 B2978 B2979 B2979 B2979 B2982 B2982 B2982 RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF FB311-300x600 FB311-300x600 FB311-300x600 FB311-300x600 FB311-300x600 FB311-300x600 FB311-300x600 FB311-300x600 FB311-300x600 FB321-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB321-300x450 FB212-300x750 FB212-300x750 FB212-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.8331 0.1726 0.5844 0.5793 0.0844 0.582 0.2454 0.471 0.2457 0.2758 0.062 0.062 0.1031 0.0576 0.2846 0.1552 0.0347 0.0338 0.2427 0.0518 0.0518 0.4929 0.1905 1.0656 0.294 0.45 0.157 0.15 0.389 0.155 0.404 0.384 0.062 0.098 0.236 0.162 0.18 0.173 0.094 0.182 0.353 0.245 0.136 0.305 0.23 0.428 0.541 0.372 Provided As Top As Bot in² in² 2.085 0.624 2.085 2.085 0.624 2.085 2.085 0.624 2.085 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 2.922 0.974 2.922 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 1.461 2.922 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 32 Beam information Label Story Section Loc. B110 B110 B110 B119 B119 B119 B122 B122 B122 B126 B126 B126 B173 B173 B173 B174 B174 B174 B175 B175 B175 B176 B176 B176 RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB312-300x500 FB6-250x400 FB6-250x400 FB6-250x400 FB6-250x400 FB6-250x400 FB6-250x400 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.4515 0.1256 0.4838 0.4941 0.1355 0.4582 0.4872 0.1043 0.4355 0.4488 0.0901 0.4362 0.4267 0.073 0.4198 0.4613 0.1142 0.4241 0.2263 0.052 0.3249 0.1392 0.0447 0.2128 0.282 0.288 0.22 0.186 0.233 0.219 0.196 0.273 0.269 0.258 0.267 0.178 0.167 0.149 0.169 0.18 0.289 0.287 0.121 0.323 0.16 0.24 0.418 0.176 Provided As Top As Bot in² in² 2.085 0.624 2.085 2.085 0.624 2.085 2.085 0.624 2.085 2.085 0.624 2.085 2.085 0.624 2.085 2.085 0.624 2.085 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 33 Beam information Label Story Section Loc. B177 B177 B177 B223 B223 B223 B224 B224 B224 B225 B225 B225 B226 B226 B226 B227 B227 B227 B228 B228 B228 B229 B229 B229 RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF FB6-250x400 FB6-250x400 FB6-250x400 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB212-300x750 FB212-300x750 FB212-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.2068 0.0667 0.2776 1.1508 0.5224 0.195 0.0586 0.0637 0.0651 0.2158 0.6023 1.1708 1.1542 0.6006 0.207 0.053 0.0547 0.0553 0.2184 0.6006 1.1755 0.605 0.2571 0.0541 0.131 0.335 0.147 0.448 0.198 0.471 0.601 0.601 0.601 0.458 0.205 0.416 0.421 0.211 0.474 0.601 0.601 0.601 0.496 0.218 0.404 0.118 0.396 0.473 Provided As Top As Bot in² in² 0.936 0.936 0.936 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 2.922 0.974 2.922 0.936 0.936 0.936 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 2.922 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 34 Beam information Label Story Section Loc. B230 B230 B230 B231 B231 B231 B232 B232 B232 B233 B233 B233 B234 B234 B234 B235 B235 B235 B606 B606 B606 B607 B607 B607 RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.0353 0.034 0.0304 0.1551 0.6624 1.0656 1.0656 0.6547 0.1734 0.0348 0.0371 0.0383 0.0392 0.2798 0.667 0.898 0.5733 0.1326 0 0.0162 0.0285 0.1745 0.545 0.8193 0.474 0.46 0.27 0.197 0.154 0.366 0.35 0.172 0.173 0.243 0.426 0.44 0.433 0.31 0.097 0.266 0.118 0.277 0.417 0.509 0.477 0.393 0.181 0.304 Provided As Top As Bot in² in² 2.922 0.974 2.922 2.922 0.974 2.922 2.922 0.974 2.922 2.922 0.974 2.922 2.922 0.974 2.922 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 2.922 1.461 1.461 2.922 1.461 1.461 2.922 1.461 1.461 2.922 1.461 1.461 2.922 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 35 Beam information Label Story Section Loc. B608 B608 B608 B609 B609 B609 B610 B610 B610 B611 B611 B611 B612 B612 B612 B613 B613 B613 B614 B614 B614 B615 B615 B615 RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 1.1905 0.6049 0.2273 0.0478 0.0478 0.0471 0.2154 0.6006 1.1874 1.2036 0.6006 0.2486 0.062 0.0621 0.0621 0.2353 0.6006 1.1669 1.0656 0.721 0.1869 0.0479 0.051 0.0522 0.437 0.228 0.478 0.601 0.601 0.601 0.497 0.262 0.473 0.444 0.249 0.533 0.601 0.601 0.601 0.53 0.237 0.448 0.406 0.186 0.187 0.217 0.448 0.479 Provided As Top As Bot in² in² 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 2.922 0.974 2.922 2.922 0.974 2.922 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 2.922 1.461 1.461 2.922 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 36 Beam information Label Story Section Loc. B616 B616 B616 B617 B617 B617 B618 B618 B618 B619 B619 B619 B620 B620 B620 B621 B621 B621 B622 B622 B622 B623 B623 B623 RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB212-300x750 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.0533 0.2095 0.5518 1.0656 0.5108 0.2003 0.0903 0.1109 0.1188 0.1722 0.3848 1.0656 1.1555 0.6006 0.2463 0.0767 0.0778 0.0785 0.2649 0.6006 1.2293 1.1631 0.5549 0.2269 0.473 0.374 0.069 0.325 0.186 0.682 0.915 1.036 0.96 0.767 0.328 0.272 0.451 0.251 0.53 0.601 0.601 0.601 0.539 0.264 0.467 0.469 0.234 0.507 Provided As Top As Bot in² in² 2.922 0.974 2.922 2.922 0.974 2.922 2.922 0.974 2.922 2.922 0.974 2.922 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 2.922 1.461 1.461 2.922 1.461 1.461 2.922 1.461 1.461 2.922 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 37 Beam information Label Story Section Loc. B624 B624 B624 B625 B625 B625 B1 B1 B1 B2 B2 B2 B3 B3 B3 B4 B4 B4 B5 B5 B5 B6 B6 B6 RF RF RF RF RF RF 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB7-300x450 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.0754 0.0812 0.0827 0.2537 0.6317 1.2027 1.4351 0.6101 2.3988 2.1304 0.5448 1.9974 1.9934 0.5275 2.0596 2.0268 0.5194 2.0258 1.9592 0.5613 2.1977 2.4857 0.631 1.5709 0.601 0.601 0.601 0.49 0.242 0.455 1.332 2.291 1.024 0.914 1.908 0.947 0.932 1.951 0.905 0.912 1.955 0.942 0.915 1.855 0.942 1.06 2.554 1.332 Provided As Top As Bot in² in² 1.461 1.461 1.461 1.461 1.461 1.461 2.922 0.974 2.922 2.922 0.974 2.922 2.922 0.974 2.922 2.922 0.974 2.922 2.922 0.974 2.922 2.922 0.974 2.922 1.461 1.461 1.461 1.461 1.461 1.461 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 38 Beam information Label Story Section Loc. B7 B7 B7 B8 B8 B8 B9 B9 B9 B10 B10 B10 B11 B11 B11 B12 B12 B12 B13 B13 B13 B14 B14 B14 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB152-250x400 FB152-250x400 FB152-250x400 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.6475 0.4359 1.1368 1.6565 0.684 2.7491 2.5851 0.6461 2.1935 1.7485 0.4772 1.5712 1.5409 0.5129 2.0222 2.1166 0.6333 2.5305 2.3076 0.6358 2.541 2.7969 0.695 1.6659 0.77 0.436 0.436 1.066 1.807 1.066 1.066 1.709 0.931 0.75 1.26 0.676 0.779 1.269 0.862 0.993 1.853 1.066 0.977 1.737 1.066 1.066 2.102 1.083 Provided As Top As Bot in² in² 1.56 1.56 1.56 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 0.936 0.936 0.936 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 39 Beam information Label Story Section Loc. B15 B15 B15 B16 B16 B16 B17 B17 B17 B18 B18 B18 B19 B19 B19 B20 B20 B20 B21 B21 B21 B22 B22 B22 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB152-250x400 FB152-250x400 FB152-250x400 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 FB111-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.6676 0.4359 1.1433 1.6587 0.6729 2.7007 2.5201 0.6309 2.44 2.5704 0.6427 2.2002 2.1684 0.5479 2.0894 2.1822 0.5512 1.8695 1.18 0.7131 1.3962 2.3548 0.5921 1.8535 0.797 0.436 0.444 1.066 1.725 1.066 1.062 1.719 1.03 1.066 1.744 0.934 0.921 1.395 0.889 0.927 1.57 0.799 0.512 0.444 0.603 0.996 2.185 1.077 Provided As Top As Bot in² in² 1.56 1.56 1.56 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 0.936 0.936 0.936 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 40 Beam information Label Story Section Loc. B23 B23 B23 B24 B24 B24 B25 B25 B25 B26 B26 B26 B27 B27 B27 B28 B28 B28 B29 B29 B29 B30 B30 B30 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 1.6543 1.0249 4.187 3.8478 0.9489 3.3048 3.2982 0.8569 3.4445 3.3635 0.8909 3.5927 3.6421 0.9022 2.5458 2.0019 1.2897 0.5133 0.2682 0.4483 1.332 1.5448 0.943 3.8216 2.251 4.925 1.332 1.332 4.237 1.526 1.529 4.338 1.496 1.502 4.316 1.464 1.522 4.482 1.411 0.861 0.513 0.513 0.559 1.178 1.283 2.124 4.539 1.332 Provided As Top As Bot in² in² 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 41 Beam information Label Story Section Loc. B31 B31 B31 B32 B32 B32 B33 B33 B33 B34 B34 B34 B35 B35 B35 B36 B36 B36 B37 B37 B37 B38 B38 B38 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB104-300x650 FB104-300x650 FB104-300x650 FB112-375x750 FB112-375x750 FB112-375x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 3.6429 0.9024 2.9975 2.9969 0.7877 3.1461 3.0962 0.776 3.0703 3.091 0.7748 1.9377 1.8203 1.1589 0.4685 0.3564 0.2906 1.1872 2.8933 0.9106 2.4593 2.6871 0.7518 2.9927 1.332 3.815 1.408 1.414 3.915 1.388 1.369 3.821 1.332 1.332 3.48 1.332 0.785 0.469 0.539 0.629 1.117 1.225 1.191 2.698 1.164 1.332 2.453 1.332 Provided As Top As Bot in² in² 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 2.435 1.461 2.435 3.896 1.948 3.896 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 2.435 2.435 2.435 1.948 3.896 1.948 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 42 Beam information Label Story Section Loc. B39 B39 B39 B40 B40 B40 B41 B41 B41 B42 B42 B42 B43 B43 B43 B44 B44 B44 B45 B45 B45 B46 B46 B46 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 3.3049 0.8247 1.3535 2.6417 0.7407 2.9459 3.2728 0.8172 1.332 2.5705 0.7405 2.945 3.2738 0.8175 1.332 2.4467 0.7525 2.9958 3.3084 0.8255 1.332 2.3303 0.7778 3.1035 1.332 2.946 1.829 1.332 2.401 1.332 1.332 2.911 1.818 1.332 2.41 1.332 1.332 2.892 1.811 1.332 2.425 1.332 1.332 2.899 1.817 1.332 2.45 1.332 Provided As Top As Bot in² in² 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 43 Beam information Label Story Section Loc. B47 B47 B47 B48 B48 B48 B49 B49 B49 B50 B50 B50 B51 B51 B51 B52 B52 B52 B53 B53 B53 B54 B54 B54 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB112-375x750 FB112-375x750 FB112-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 3.3362 0.8319 1.3323 1.9483 0.9123 3.686 3.4129 0.8497 3.0265 3.0997 0.8363 3.3549 3.4624 0.889 3.584 3.4559 0.8596 3.2268 3.3474 0.8345 1.8524 1.332 0.62 0.2628 1.332 2.956 1.868 1.88 4.319 1.332 1.332 3.95 1.474 1.377 3.891 1.332 1.568 4.522 1.4 1.332 3.921 1.332 1.332 3.426 1.449 1.023 0.914 0.316 Provided As Top As Bot in² in² 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 1.948 3.896 1.948 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 44 Beam information Label Story Section Loc. B55 B55 B55 B56 B56 B56 B57 B57 B57 B58 B58 B58 B59 B59 B59 B60 B60 B60 B61 B61 B61 B62 B62 B62 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB103-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.4215 1.0758 1.6317 2.3136 0.8058 3.2237 3.1629 0.8297 3.3266 3.5791 0.9882 4.0224 3.9947 0.982 3.8944 3.9837 0.9795 1.9712 1.0721 0.336 0.2291 0.5706 1.332 2.2361 0.422 0.422 0.706 1.353 4.015 1.469 1.332 3.753 1.332 1.693 4.708 1.446 1.428 4.606 1.332 1.332 4.253 1.774 1.306 1.264 0.664 0.571 0.571 0.958 Provided As Top As Bot in² in² 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 45 Beam information Label Story Section Loc. B63 B63 B63 B64 B64 B64 B65 B65 B65 B66 B66 B66 B67 B67 B67 B68 B68 B68 B69 B69 B69 B70 B70 B70 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 2.5527 1.0111 4.1247 4.0791 1.0009 3.6686 3.6612 0.9066 3.5187 3.4843 1.0217 4.1725 4.3076 1.0516 1.6888 1.6456 1.0299 4.2097 3.7015 0.9158 3.0262 3.0728 0.7706 3.0637 1.546 4.929 1.53 1.376 4.624 1.5 1.436 4.483 1.498 1.381 4.145 1.332 1.332 5.256 2.158 2.05 5.014 1.332 1.332 3.499 1.332 1.332 3.696 1.332 Provided As Top As Bot in² in² 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 46 Beam information Label Story Section Loc. B71 B71 B71 B72 B72 B72 B73 B73 B73 B74 B74 B74 B75 B75 B75 B76 B76 B76 B77 B77 B77 B78 B78 B78 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB102-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 3.0327 0.7799 3.1127 3.1756 0.9632 3.9111 4.2108 1.0302 1.6111 1.332 0.4347 1.6844 1.519 1.1261 0.5797 0.7143 0.3269 0.8468 0.8126 0.2185 0.8433 0.791 0.4288 1.1463 1.332 3.543 1.332 1.332 3.957 1.332 1.332 4.898 1.985 1.332 2.142 0.728 0.842 0.611 0.759 0.531 0.503 0.8 0.452 0.368 0.479 0.594 0.426 0.44 Provided As Top As Bot in² in² 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 2.922 0.974 2.922 2.922 0.974 2.922 2.922 0.974 2.922 2.922 0.974 2.922 2.922 0.974 2.922 3.04 4.988 3.04 3.04 4.988 3.04 3.04 4.988 3.04 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 47 Beam information Label Story Section Loc. B79 B79 B79 B80 B80 B80 B81 B81 B81 B82 B82 B82 B83 B83 B83 B84 B84 B84 B85 B85 B85 B86 B86 B86 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB101-375x750 FB151-250x500 FB151-250x500 FB151-250x500 FB151-250x500 FB151-250x500 FB151-250x500 FB151-250x500 FB151-250x500 FB151-250x500 FB152-250x400 FB152-250x400 FB152-250x400 FB152-250x400 FB152-250x400 FB152-250x400 FB151-250x500 FB151-250x500 FB151-250x500 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 1.1742 0.6348 1.4911 1.7998 0.4634 1.332 0.8501 0.2256 0.8299 0.7886 0.216 0.7891 0.8242 0.2282 0.8563 0.7337 0.3575 0.8339 0.6985 0.4359 0.9767 0.8718 0.2289 0.8223 0.652 1.332 0.647 0.777 1.814 1.214 0.565 0.488 0.565 0.54 0.399 0.538 0.565 0.485 0.565 0.809 0.392 0.704 0.906 0.422 0.633 0.565 0.486 0.565 Provided As Top As Bot in² in² 2.922 0.974 2.922 2.922 0.974 2.922 2.085 0.624 2.085 2.085 0.624 2.085 2.085 0.624 2.085 1.56 1.56 1.56 1.56 1.56 1.56 2.085 0.624 2.085 2.922 2.922 2.922 2.922 2.922 2.922 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 0.936 0.936 0.936 0.936 0.936 0.936 1.286 1.286 1.286 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 48 Beam information Label Story Section Loc. B87 B87 B87 B88 B88 B88 B89 B89 B89 B90 B90 B90 B91 B91 B91 B92 B92 B92 B93 B93 B93 B94 B94 B94 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB151-250x500 FB151-250x500 FB151-250x500 FB151-250x500 FB151-250x500 FB151-250x500 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.7973 0.2125 0.7824 0.8407 0.2249 0.8381 0.9389 0.3535 1.332 1.0849 0.7793 2.0307 2.5625 0.8502 3.4151 3.4036 0.8475 2.392 2.7585 0.7012 2.779 2.4306 0.693 2.7443 0.537 0.396 0.538 0.565 0.494 0.565 1.332 1.02 0.442 0.52 0.777 0.873 1.362 2.989 1.332 1.332 2.392 1.332 1.332 2.393 1.332 1.343 2.6 1.332 Provided As Top As Bot in² in² 2.085 0.624 2.085 2.085 0.624 2.085 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 1.286 1.286 1.286 1.286 1.286 1.286 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 49 Beam information Label Story Section Loc. B95 B95 B95 B96 B96 B96 B97 B97 B97 B99 B99 B99 B100 B100 B100 B101 B101 B101 B102 B102 B102 B104 B104 B104 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB104-300x650 FB104-300x650 FB104-300x650 LB101-300x650 LB101-300x650 LB101-300x650 FSB121-300x750 FSB121-300x750 FSB121-300x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 2.7671 0.6794 2.1906 0.9217 0.4349 0.8523 0.7226 0.5621 1.0709 2.8094 0.8409 3.3749 3.4023 0.8472 2.1995 2.704 0.7206 2.8607 2.3621 0.6824 2.6998 2.968 0.9009 3.6363 0.911 1.507 0.911 0.517 0.337 0.776 1.066 0.789 0.579 1.611 3.401 1.528 1.332 2.403 1.338 1.332 2.45 1.332 1.332 2.55 1.332 1.605 3.409 1.425 Provided As Top As Bot in² in² 2.435 1.461 2.435 1.56 0.624 1.56 2.922 1.461 2.922 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 2.435 2.435 2.435 0.936 0.936 0.936 2.922 2.922 2.922 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 50 Beam information Label Story Section Loc. B105 B105 B105 B106 B106 B106 B107 B107 B107 B109 B109 B109 B111 B111 B111 B112 B112 B112 B113 B113 B113 B114 B114 B114 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 3.6001 0.8926 2.9074 3.6922 0.9137 3.5698 2.7426 0.6926 2.5966 2.9189 0.78 3.1132 2.4366 0.6254 2.4623 3.0653 0.7688 2.4889 3.267 0.8159 3.1822 1.5508 0.9509 3.8563 1.332 2.582 1.332 1.332 3.227 1.384 1.332 2.411 1.332 1.418 3.079 1.414 1.235 2.104 1.295 1.294 2.31 1.332 1.344 3.011 1.332 1.651 2.572 1.332 Provided As Top As Bot in² in² 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 51 Beam information Label Story Section Loc. B115 B115 B115 B116 B116 B116 B117 B117 B117 B118 B118 B118 B120 B120 B120 B121 B121 B121 B123 B123 B123 B124 B124 B124 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB112-375x750 FB152-250x400 FB152-250x400 FB152-250x400 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 3.8272 0.9699 3.9407 3.7952 0.937 3.0531 3.5249 0.8754 2.9436 2.1622 0.5965 2.3428 0.6409 1.332 2.5265 0.6886 1.43 2.7259 0.7308 1.5375 2.9038 0.6245 0.4359 0.4359 1.332 3.332 1.332 1.332 2.821 1.332 1.332 2.768 1.332 1.008 1.8 1.004 0.641 0.641 1.077 0.689 0.689 1.157 0.731 0.731 1.229 0.303 0.193 0.193 Provided As Top As Bot in² in² 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 3.896 1.948 3.896 1.56 1.56 1.56 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 1.948 3.896 1.948 0.936 0.936 0.936 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 52 Beam information Label Story Section Loc. B125 B125 B125 B127 B127 B127 B128 B128 B128 B129 B129 B129 B130 B130 B130 B131 B131 B131 B132 B132 B132 B133 B133 B133 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FB152-250x400 FB152-250x400 FB152-250x400 FB152-250x400 FB152-250x400 FB152-250x400 FB152-250x400 FB152-250x400 FB152-250x400 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.4359 0.1818 0.4359 0.5217 0.4359 0.6349 0.4359 0.4296 0.6894 0.7869 0.6879 2.766 2.5253 0.6321 2.5023 2.3173 0.5833 2.1979 2.2234 0.6051 2.4098 2.3972 0.685 2.7531 0.436 0.25 0.396 0.387 0.171 0.28 0.436 0.213 0.304 1.456 2.046 1.066 1.066 2.049 1.055 1.066 2.042 1.096 1.177 2.199 1.089 1.066 2.066 1.066 Provided As Top As Bot in² in² 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 1.56 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 53 Beam information Label Story Section Loc. B134 B134 B134 B135 B135 B135 B136 B136 B136 B137 B137 B137 B138 B138 B138 B139 B139 B139 B140 B140 B140 B141 B141 B141 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 2.8153 0.6993 0.6993 0.9986 0.7852 1.851 2.098 0.7211 2.9108 2.8727 0.7124 2.1568 2.1991 0.5937 2.3613 2.2833 0.5813 2.3088 2.301 0.6716 2.6953 2.765 0.6877 0.6877 1.066 2.466 1.694 0.472 0.472 0.792 1.502 2.854 1.373 1.066 1.932 1.073 1.066 2.01 1.066 1.085 2.066 1.066 1.066 1.957 1.066 1.066 2.367 1.655 Provided As Top As Bot in² in² 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 54 Beam information Label Story Section Loc. B142 B142 B142 B143 B143 B143 B144 B144 B144 B145 B145 B145 B146 B146 B146 B147 B147 B147 B148 B148 B148 B149 B149 B149 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 2.0058 0.7341 2.9679 2.9123 0.7215 2.2033 2.2454 0.5833 2.3176 2.3101 0.5816 2.2679 2.2639 0.6713 2.6937 2.7565 0.6857 0.6857 2.0279 0.6929 2.7875 2.7553 0.6855 2.4847 1.54 2.829 1.325 1.066 1.894 1.066 1.079 2.067 1.066 1.066 2.036 1.066 1.066 1.966 1.066 1.066 2.365 1.652 1.414 2.628 1.26 1.066 1.809 1.066 Provided As Top As Bot in² in² 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 55 Beam information Label Story Section Loc. B150 B150 B150 B151 B151 B151 B152 B152 B152 B153 B153 B153 B154 B154 B154 B155 B155 B155 B156 B156 B156 B157 B157 B157 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 2.6076 0.6813 2.7373 2.6478 0.6606 2.2433 2.2212 0.6769 2.718 2.7847 0.6922 0.6922 0.6153 0.6153 2.4534 2.5069 0.687 2.762 2.7293 0.6795 2.4784 2.6422 0.6593 2.527 1.343 2.641 1.284 1.066 1.918 1.066 1.066 1.984 1.066 1.066 2.365 1.654 1.066 1.376 1.035 1.267 2.556 1.253 1.066 1.832 1.066 1.327 2.603 1.258 Provided As Top As Bot in² in² 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 56 Beam information Label Story Section Loc. B158 B158 B158 B159 B159 B159 B160 B160 B160 B161 B161 B161 B162 B162 B162 B163 B163 B163 B164 B164 B164 B165 B165 B165 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 2.3798 0.598 1.9225 1.97 0.6728 2.7002 2.7394 0.6818 0.6818 0.6959 0.6959 2.8006 2.8115 0.7005 2.8207 2.816 0.6994 2.3539 2.3002 0.5792 1.6313 1.5672 0.6427 2.5706 1.006 1.422 0.936 1.066 1.978 1.066 1.066 2.369 1.651 1.334 1.802 1.066 1.066 2.252 1.066 1.066 2.086 1.068 0.974 1.601 1.066 1.066 1.616 1.066 Provided As Top As Bot in² in² 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 1.461 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 2.922 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 57 Beam information Required As Top As Bot in² in² Provided As Top As Bot in² in² Label Story Section Loc. B166 B166 B166 B167 B167 B167 B168 B168 B168 B169 B169 B169 B170 B170 B170 B171 B171 B171 B172 B172 B172 B1 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F 1F GF FSB121-300x750 FSB121-300x750 FSB121-300x750 FB153-250x750 FB153-250x750 FB153-250x750 FB153-250x750 FB153-250x750 FB153-250x750 FB153-250x750 FB153-250x750 FB153-250x750 FB153-250x750 FB153-250x750 FB153-250x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 FSB121-300x750 GB101-300x650 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I 3.2527 0.7984 0.7984 0.2823 0.1372 0.456 0.4311 0.0858 0.4332 0.4653 0.1226 0.6212 0.7123 0.3115 0.1424 0.4634 1.1442 1.8174 0.4695 1.1635 1.8423 2.1843 1.066 2.819 1.977 0.114 0.161 0.151 0.222 0.317 0.188 0.157 0.258 0.205 0.234 0.14 0.14 0.463 0.463 0.778 0.47 0.47 0.788 1.088 2.922 1.461 2.922 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 2.922 1.461 2.922 2.922 1.461 2.922 2.435 B1 GF GB101-300x650 Middle 0.5917 1.044 0.974 Remarks Top Bot 2.922 2.922 2.922 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 0.936 2.922 2.922 2.922 2.922 2.922 2.922 1.461 Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate 1.461 Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 58 Beam information Required As Top As Bot in² in² Provided As Top As Bot in² in² Label Story Section Loc. B1 GF GB101-300x650 End-J 2.2521 0.87 2.435 B2 B2 B2 B3 B3 B3 B4 B4 B4 B5 GF GF GF GF GF GF GF GF GF GF GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I 2.0053 0.5254 2.037 2.0197 0.5217 2.06 2.0061 0.5348 2.0736 1.9868 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 B5 B5 B6 B6 B6 B7 B7 B7 B8 B8 B8 B9 GF GF GF GF GF GF GF GF GF GF GF GF GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I 0.5401 2.0492 2.2167 0.6149 2.2598 1.8222 0.8359 2.0359 1.8496 0.6654 2.36 2.3583 0.87 0.87 0.87 1.023 1.061 1.857 0.87 1.242 0.87 1.042 0.87 0.87 Remarks Top Bot 1.461 Adequate Adequate 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 1.461 1.461 1.461 1.461 1.461 2.085 2.085 2.085 2.085 2.085 2.085 2.085 Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 59 Beam information Label Story Section Loc. B9 B9 B10 B10 B10 B11 B11 B11 B12 B12 B12 B13 B13 B13 B14 B14 B14 B15 B15 B15 B16 B16 B16 B17 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.5942 2.1975 1.5058 0.4862 1.5719 1.9638 0.6536 2.3783 2.2535 0.656 2.3679 2.2106 0.6438 2.3621 2.4632 0.6453 2.3701 1.9889 0.8703 2.1956 1.9049 0.6955 2.4189 2.3702 1.044 0.87 0.708 0.688 0.702 0.87 0.997 0.87 0.87 0.946 0.87 0.87 0.957 0.87 0.87 1.06 0.931 2.029 0.87 1.371 0.87 1.037 0.87 0.87 Provided As Top As Bot in² in² 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 60 Beam information Label Story Section Loc. B17 B17 B18 B18 B18 B19 B19 B19 B20 B20 B20 B21 B21 B21 B22 B22 B22 B23 B23 B23 B24 B24 B24 B25 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB111-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.683 2.4495 2.3139 0.6619 2.4466 2.3521 0.6358 2.4377 2.3679 0.6157 2.3708 2.1621 0.5956 2.0583 2.482 0.6848 2.5017 1.7738 0.8703 1.4169 1.2482 0.6445 1.3238 1.3001 0.963 0.87 0.87 0.962 0.87 0.87 0.967 0.87 0.87 0.965 0.87 0.864 1.099 0.87 0.87 1.126 0.998 1.327 0.87 1.218 1.049 0.767 1.024 1.063 Provided As Top As Bot in² in² 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 1.91 1.248 1.91 1.91 1.248 1.91 1.91 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 2.085 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 61 Beam information Label Story Section Loc. B25 B25 B26 B26 B26 B27 B27 B27 B28 B28 B28 B29 B29 B29 B30 B30 B30 B31 B31 B31 B32 B32 B32 B33 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.6723 1.3423 1.2699 0.6846 1.3525 1.2301 0.7177 1.376 1.2799 0.8703 0.8629 0.8394 1.0873 1.984 1.6642 0.8703 1.3144 1.1974 0.5967 1.2007 1.2666 0.6539 1.1917 1.2518 0.779 1.021 1.085 0.805 1.01 1.102 0.84 0.945 1.359 0.876 0.581 0.87 1.091 1.688 1.206 0.837 1.13 0.931 0.76 0.974 0.917 0.755 0.986 0.91 Provided As Top As Bot in² in² 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 62 Beam information Label Story Section Loc. B33 B33 B34 B34 B34 B35 B35 B35 B36 B36 B36 B37 B37 B37 B38 B38 B38 B39 B39 B39 B40 B40 B40 B41 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB104-300x650 GB104-300x650 GB104-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.6403 1.1867 1.2002 0.6503 1.1587 1.4518 0.8673 0.8828 1.0961 0.8703 1.7872 1.3479 0.4857 2.1076 1.1722 0.5802 1.2796 1.2796 0.8703 1.6732 1.1466 0.5948 1.2885 1.2773 0.765 1 0.895 0.664 0.894 1.118 0.87 0.87 0.87 0.87 1.655 0.986 1.504 1.015 0.87 0.78 0.87 1.017 0.824 1 0.878 0.813 0.87 1.005 Provided As Top As Bot in² in² 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 2.435 1.461 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 63 Beam information Label Story Section Loc. B41 B41 B42 B42 B42 B43 B43 B43 B44 B44 B44 B45 B45 B45 B46 B46 B46 B47 B47 B47 B48 B48 B48 B49 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB112A-300x650 GB112A-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.8703 1.6617 1.1774 0.576 1.2675 1.2724 0.8703 1.6619 1.2081 0.6078 1.2966 1.2942 0.8703 1.6932 1.311 0.5854 1.3018 1.3837 0.8703 1.7242 1.5581 0.8703 1.2374 1.0709 0.825 0.993 0.87 0.771 0.87 1.007 0.819 0.992 0.876 0.795 0.87 1.036 0.842 1.016 0.888 0.771 0.87 1.058 0.87 1.108 1.167 0.827 1.074 0.971 Provided As Top As Bot in² in² 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 1.91 1.248 1.91 1.91 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.286 1.286 1.286 1.286 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 64 Beam information Label Story Section Loc. B49 B49 B50 B50 B50 B51 B51 B51 B52 B52 B52 B53 B53 B53 B54 B54 B54 B55 B55 B55 B56 B56 B56 B57 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.7141 1.3777 1.7321 0.5267 2.013 1.949 0.5378 1.9716 1.8836 0.5354 1.9552 2.0196 0.5673 2.0301 1.5446 0.8703 0.7626 0.7684 0.7481 1.0534 1.0722 0.6006 1.2377 1.5585 0.67 0.87 0.87 0.87 0.868 0.87 0.87 0.869 0.87 0.87 0.864 0.87 0.924 0.926 1.452 0.934 0.629 0.441 0.87 1.15 0.87 0.562 0.87 0.87 Provided As Top As Bot in² in² 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 65 Beam information Label Story Section Loc. B57 B57 B58 B58 B58 B59 B59 B59 B60 B60 B60 B61 B61 B61 B62 B62 B62 B63 B63 B63 B64 B64 B64 B65 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.431 1.7447 1.7282 0.4779 1.6857 1.6283 0.4657 1.6871 1.7973 0.5464 1.927 1.4702 0.8703 0.7216 0.5665 0.8703 1.3778 1.4411 0.5501 1.7213 1.7254 0.5655 1.9293 1.7368 0.87 0.834 0.796 0.867 0.842 0.852 0.869 0.773 0.87 0.87 0.87 1.342 0.908 0.419 0.427 0.828 0.87 0.87 0.87 0.829 0.87 0.87 0.87 0.87 Provided As Top As Bot in² in² 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 66 Beam information Label Story Section Loc. B65 B65 B66 B66 B66 B67 B67 B67 B68 B68 B68 B69 B69 B69 B70 B70 B70 B71 B71 B71 B72 B72 B72 B73 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 GB102-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.5463 1.8271 1.7173 0.5281 1.765 1.9018 0.6276 2.0456 1.5791 0.8703 1.2498 1.1112 0.5576 1.1605 1.1692 0.5758 1.1711 1.1371 0.5906 1.1901 1.1642 0.5546 1.1222 1.2214 0.87 0.847 0.87 0.87 0.819 0.87 0.87 0.87 1.105 0.799 1.053 0.899 0.697 0.877 0.897 0.682 0.893 0.922 0.703 0.87 0.887 0.71 0.894 1.098 Provided As Top As Bot in² in² 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 67 Beam information Label Story Section Loc. B73 B73 B74 B74 B74 B75 B75 B75 B76 B76 B76 B77 B77 B77 B78 B78 B78 B79 B79 B79 B80 B80 B80 B81 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB102-300x650 GB102-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB101-300x650 GB103-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.8703 1.625 1.8815 0.5198 1.75 1.5852 0.8542 0.951 0.9562 0.8277 1.2974 0.9522 0.5307 1.1 1.086 0.513 1.0987 1.0193 0.6468 1.269 1.7636 0.5153 1.9367 1.2608 0.784 1.077 0.886 0.905 0.87 0.87 0.695 0.893 0.896 0.764 1.156 0.87 0.578 0.87 0.873 0.629 0.87 0.92 0.63 0.87 0.87 0.896 0.878 0.945 Provided As Top As Bot in² in² 1.248 1.91 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 1.91 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.286 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 68 Beam information Label Story Section Loc. B81 B81 B82 B82 B82 B83 B83 B83 B84 B84 B84 B85 B85 B85 B86 B86 B86 B87 B87 B87 B88 B88 B88 B89 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB103-300x650 GB112-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.3409 1.2136 1.0496 0.2702 1.0683 1.1852 0.3367 1.2772 1.4582 0.6724 1.5295 1.5255 0.6973 1.558 1.2829 0.3372 1.1901 1.0706 0.2704 1.0554 1.2167 0.3442 1.2662 1.8722 0.811 0.856 0.709 0.511 0.686 0.87 0.791 0.914 1.661 0.864 1.131 1.721 0.87 1.205 0.922 0.794 0.868 0.695 0.511 0.702 0.866 0.812 0.939 1.749 Provided As Top As Bot in² in² 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 2.435 0.974 2.435 2.435 0.974 2.435 1.91 1.248 1.91 1.91 1.248 1.91 1.91 1.248 1.91 2.435 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.461 1.461 1.461 1.461 1.461 1.461 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.286 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 69 Beam information Label Story Section Loc. B89 B89 B90 B90 B90 B91 B91 B91 B92 B92 B92 B93 B93 B93 B94 B94 B94 B95 B95 B95 B96 B96 B96 B97 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB104-300x650 GB104-300x650 GB104-300x650 LB01-300x650 LB01-300x650 LB01-300x650 LB01-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.8703 1.3693 1.0156 0.8365 1.269 1.1509 0.6337 1.3183 1.1435 0.5797 1.3021 1.1298 0.5625 1.2693 1.1564 0.6241 1.3338 1.0629 1.2321 1.7892 1.2343 0.6719 1.2995 1.4959 1.049 1.081 0.87 0.839 1.143 0.87 0.74 0.87 0.87 0.757 0.87 0.87 0.736 0.87 0.87 0.765 0.87 0.916 1.441 0.801 1.314 0.769 1.222 1.402 Provided As Top As Bot in² in² 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 1.461 2.435 1.56 0.936 1.56 1.56 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 70 Beam information Label Story Section Loc. B97 B97 B98 B98 B98 B99 B99 B99 B100 B100 B100 B101 B101 B101 B102 B102 B102 B103 B103 B103 B104 B104 B104 B105 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF LB01-300x650 LB01-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.6252 1.5239 0.8703 0.664 1.1651 1.0518 0.8703 1.6293 1.9021 0.7491 2.6345 2.5086 0.635 2.2879 1.4209 0.663 1.2492 1.0042 0.5522 1.2376 1.1354 0.6587 1.3183 1.1054 0.911 1.387 0.87 0.651 0.703 1.015 0.87 0.87 0.938 1.078 0.885 0.87 1.221 0.87 0.87 0.612 0.87 0.918 0.807 0.87 0.87 0.747 0.87 0.873 Provided As Top As Bot in² in² 0.936 1.56 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 71 Beam information Label Story Section Loc. B105 B105 B106 B106 B106 B107 B107 B107 B108 B108 B108 B109 B109 B109 B111 B111 B111 B112 B112 B112 B113 B113 B113 B114 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112A-300x650 GB112-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Required As Top As Bot in² in² 0.5851 1.2916 1.1384 0.6083 1.3023 1.1209 0.6199 1.3363 0.8703 0.6839 1.2141 1.1273 0.7265 1.3947 1.1326 0.6454 1.361 1.1032 0.6393 1.3302 1.1458 0.6591 1.3489 2.3186 0.779 0.87 0.87 0.759 0.87 0.876 0.778 0.87 0.87 0.653 0.706 0.948 0.859 0.87 0.911 0.81 0.87 0.913 0.826 0.87 0.892 0.805 0.87 0.966 Provided As Top As Bot in² in² 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 72 Beam information Label Story Section Loc. B114 B114 B115 B115 B115 B116 B116 B116 B117 B117 B117 B118 B118 B118 GF GF GF GF GF GF GF GF GF GF GF GF GF GF GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 GB112-300x650 Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J End-I Middle End-J Required As Top As Bot in² in² 0.6279 2.412 2.3617 0.6351 2.0526 1.5119 0.75 1.2524 1.2613 0.5927 1.3469 1.2498 0.5961 1.3512 1.012 0.87 0.87 0.966 0.87 0.87 0.763 0.951 0.896 0.767 0.87 0.911 0.766 0.87 Provided As Top As Bot in² in² 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 2.435 0.974 2.435 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 1.461 Remarks Top Bot Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate Adequate * Some beams are okay as per the moment redistribution theory described below, Sample calculation of moment redistribution of Floor Beam (GB102-300x6500): Percentage of Negative moment redistributions, 𝑅 = 20 (1 − = 20 ∗ (1 − 𝜌−𝜌′ 𝜌𝑏 ) 0.0065−0.0044 0.0267 ) = 18.4104% 18.4104% redistribution possible in grade beam but the overstress is 2.7% so the grade beam is adequate [References: Design of Concrete Structure by Arthur H. Nilson, 14th Edition, page 417, Article 12.9 limit analysis, e. moment redistribution under the ACI code] Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited 73 REPORT | DETAIL ENGINEERING ASSESSMENT 6.3 Adequacy of RC slab Slab thickness check: Due to L/B >2 slab is considered one way. The minimum thickness of one way slab h, shall be as follows: [BNBC 2006-Table 6.6.3] Member Minimum Thickness of RC Beams or One-way Slabs Minimum Thickness, h Simply One End Both Ends Supported Continuous Continuous Solid One way slabs l/20 l/24 l/28 Cantilever l/10 Slab reinforcement check: 0.33 in2/ft. Figure 6.17: 1st floor slab required top reinforcement along N-S direction (in2/ft) Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited 74 REPORT | DETAIL ENGINEERING ASSESSMENT 0.19 in2/ft. Figure 6.18: 1st floor slab required bottom reinforcement along N-S direction (in2/ft) Table 6.3: Slab reinforcement (provided) Provided Reinforcement (in2/ft.) Bar details Bottom A (10mm @ 6” c/c) B (10mm @ 8” c/c) 0.242 0.182 Top A (10mm @ 6” c/c + 2-10mm between ckd) B (10mm @ 8” c/c + 2-10mm between ckd) The provided rebar is adequate. 0.273 0.363 Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited 75 REPORT | DETAIL ENGINEERING ASSESSMENT 6.4 Adequacy of Steel Frame and Bracing Figure 6.19: Adequacy of Steel Truss (PMM) Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT ADEQUACY OF FOUNDATION After careful inspection of borehole location sketch and site map in as-build drawings, information available for BH-02 geotechnical report has taken for foundation adequacy check. Geotechnical capacity calculations are given below: 7.1 Geotechnical capacity The sample ultimate geotechnical capacity calculation for F1 using BH-02 is shown below: Width of Footing, B (m) Length of Footing, L (m) Water Table from EGL, (m) Factor of Safety : 2.7 : 2.7 : Unknown : 2.5 Table 7-1: Parameters for the sample bearing capacity calculation of footing F1 using BH-02 Bore Hole No. Depth, Df (m) Soil Descripti on Strength Parameter 02 1.50 Stiff CLAY c-φ 3.00 Stiff CLAY c-φ SPT N value Rod Length Correction, ηR N60 Avg N60 between Df and Df+2B Cohesion, cu (kN/m2) 10 0.75 7.5 8.1 28.375 8 0.75 6.0 9.1 56.75 Table 7-2: Sample bearing capacity calculation of footing F1 using BH-02 Bore Hole No. Angle of Internal Friction, φ° Unit Weight, ϒ (kN/m3) Depth, Df (m) ϒsat (kN/m3) Surcharge, q (kN/m2) Ultimate Bearing Capacity, qu (kN/m2) 02 12 12 15.9 15.9 1.50 3.00 19.4 19.4 23.8 47.6 541.4 1152.0 Safe Bearing Capacity Considering FS, qsafe† (kN/m2) 216.6 460.8 Table 7-3: Geotechnical capacity summary for footings ID F1 F2 F3 F4 F5 F6 CF1 CF2 length L (m) 2.7 3.15 2.6 1.95 1.5 2.4 5.4 4.90 width B (m) 2.7 3.15 2.6 1.95 1.5 2.4 5.27 3.83 thick t (mm) 500 550 500 375 300 500 400 400 area A (ft2) 78.47 106.8 72.76 40.93 24.22 62 306.44 202.059 Ultimate bearing qu (kN/m2) 907.8 927.1 912.3 948.5 983.3 922.1 846.1 851.2 Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 7.2 Geotechnical Capacity of foundations Table 7-4: Geotechnical adequacy check Size Point 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Type F1 F1 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F5 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 L (m) 2.7 2.7 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.5 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 B (m) 2.7 2.7 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.5 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 UT. Capacity t (mm) 500 500 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 300 500 500 500 500 500 500 500 500 500 500 500 500 qu (kN/m2) 907.75 907.75 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 948.5 983.3 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 Acting Load Wt. of footing Pa (kN) 308 543 488 473 476 477 477 470 654 761 451 461 429 423 468 481 722 644 499 472 482 482 476 473 681 254 973 1260 964 973 976 971 971 982 1129 1129 970 936 Wf (kN) 77 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 14 77 77 77 77 77 77 77 77 77 77 77 77 77 Total Load P (kN) 384 573 518 503 506 507 507 500 684 791 481 491 458 453 498 511 752 674 529 502 512 512 506 503 695 330 1050 1336 1040 1049 1052 1047 1048 1059 1206 1206 1046 1013 F.S (F.S > 2.5) 17.21 11.55 6.96 7.17 7.13 7.11 7.12 7.22 5.27 4.56 7.50 7.35 7.87 7.96 7.25 7.06 4.80 5.35 6.82 7.18 7.05 7.04 7.12 7.17 5.19 6.70 6.30 4.95 6.36 6.31 6.29 6.32 6.32 6.25 5.49 5.49 6.33 6.53 Remarks Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Size Point 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 Type F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 L (m) 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 B (m) 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 UT. Capacity t (mm) 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 2 qu (kN/m ) 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 Acting Load Wt. of footing Pa (kN) 947 937 978 1010 989 1024 1187 1187 1000 969 976 974 966 951 1299 893 893 1043 943 957 951 934 912 967 940 940 936 880 892 877 922 956 919 1003 987 987 983 908 934 951 Wf (kN) 77 77 77 77 77 77 77 77 77 77 77 77 77 77 77 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 Total Load P (kN) 1023 1014 1055 1087 1066 1101 1264 1264 1077 1046 1053 1050 1043 1028 1375 1007 1008 1158 1058 1072 1066 1048 1027 1082 1055 1055 1050 995 1007 992 1037 1071 1034 1118 1101 1101 1098 1023 1049 1066 F.S (F.S > 2.5) 6.47 6.53 6.27 6.09 6.21 6.01 5.24 5.24 6.15 6.33 6.28 6.30 6.35 6.44 4.81 6.57 9.13 7.95 8.70 8.58 8.63 8.78 8.96 8.50 8.72 8.72 8.76 9.24 9.14 9.27 8.87 8.59 8.90 8.23 8.35 8.35 8.38 8.99 8.77 8.63 Remarks Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Size Point 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 Type F2 F2 F2 F2 F2 F2 F2 F2 F2 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F2 F2 F2 F2 F2 F4 F4 F4 F4 F2 F2 F2 F2 L (m) 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 3.2 3.2 3.2 3.2 3.2 2.0 2.0 2.0 2.0 3.2 3.2 3.2 3.2 B (m) 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 3.2 3.2 3.2 3.2 3.2 2.0 2.0 2.0 2.0 3.2 3.2 3.2 3.2 UT. Capacity t (mm) 550 550 550 550 550 550 550 550 550 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 550 550 550 550 550 375 375 375 375 550 550 550 550 2 qu (kN/m ) 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 927.1 927.1 927.1 927.1 927.1 948.5 948.5 948.5 948.5 927.1 927.1 927.1 927.1 Acting Load Wt. of footing Pa (kN) 959 939 1095 942 743 1251 1133 1142 1145 1168 1172 1202 1285 1285 1173 1147 1147 1139 1187 1230 1198 1254 1353 1353 1229 1171 1168 1145 1141 1137 1326 830 254 560 658 307 796 1292 1215 1325 Wf (kN) 115 115 115 115 115 115 115 115 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 115 115 115 115 115 30 30 30 30 115 115 115 115 61 Total Load P (kN) 1074 1053 1210 1056 858 1366 1247 1257 1216 1239 1243 1273 1356 1356 1244 1218 1218 1210 1258 1301 1269 1325 1424 1424 1301 1242 1283 1260 1256 1252 1441 860 284 590 688 422 911 1407 1330 1386 F.S (F.S > 2.5) 8.56 8.73 7.60 8.71 10.72 6.74 7.37 7.32 7.56 4.98 4.96 4.85 4.55 4.55 4.96 5.06 5.06 5.10 4.90 4.74 4.86 4.65 4.33 4.33 4.74 4.97 4.81 7.30 7.32 7.35 6.38 10.70 12.72 6.11 5.24 8.54 10.10 6.54 6.92 6.64 Remarks Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Size Point 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 Type F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F2 F2 F2 F2 F2 F2 F2 F2 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 L (m) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 B (m) 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 UT. Capacity t (mm) 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 550 550 550 550 550 550 550 550 500 500 500 500 500 500 500 500 500 500 500 500 500 500 2 qu (kN/m ) 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 922.13 Acting Load Wt. of footing Pa (kN) 518 509 509 635 635 448 474 799 733 963 726 850 496 607 607 469 508 518 1326 1216 1292 796 762 1292 1215 1325 518 509 508 634 634 450 473 798 732 954 724 845 496 607 Wf (kN) 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 115 115 115 115 115 115 115 115 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 Total Load P (kN) 579 570 569 695 695 508 535 860 793 1024 787 911 556 668 668 530 569 633 1441 1331 1407 911 877 1407 1330 1385 578 569 569 694 694 511 534 859 793 1015 784 906 556 668 F.S (F.S > 2.5) 9.18 9.32 9.33 7.64 7.64 10.45 9.93 6.18 6.69 5.19 6.75 5.83 9.55 7.96 7.96 10.03 9.34 8.39 6.38 6.91 6.54 10.10 10.49 6.54 6.92 6.64 9.18 9.33 9.34 7.65 7.65 10.40 9.95 6.18 6.70 5.23 6.77 5.86 9.54 7.95 Remarks Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Size Point 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 Type F6 F6 F6 F6 F2 F2 F2 F2 F2 F2 F2 F2 F2 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F2 F2 F2 F2 F2 F4 F4 F4 F4 L (m) 2.4 2.4 2.4 2.4 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 3.2 3.2 3.2 3.2 3.2 2.0 2.0 2.0 2.0 B (m) 2.4 2.4 2.4 2.4 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.6 3.2 3.2 3.2 3.2 3.2 2.0 2.0 2.0 2.0 UT. Capacity t (mm) 500 500 500 500 550 550 550 550 550 550 550 550 550 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 550 550 550 550 550 375 375 375 375 2 qu (kN/m ) 922.13 922.13 922.13 922.13 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 912.3 927.1 927.1 927.1 927.1 927.1 948.5 948.5 948.5 948.5 Acting Load Wt. of footing Pa (kN) 607 469 508 518 1324 1214 1290 761 614 989 1141 1140 1145 1168 1173 1202 1284 1284 1172 1147 1148 1140 1188 1230 1198 1253 1352 1352 1229 1171 1167 1145 1142 1144 1007 595 247 388 382 244 Wf (kN) 61 61 61 115 115 115 115 115 115 115 115 115 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 115 115 115 115 115 30 30 30 30 115 Total Load P (kN) 668 530 568 633 1438 1329 1405 875 729 1104 1256 1255 1216 1240 1244 1273 1355 1355 1243 1218 1219 1211 1259 1301 1270 1324 1423 1423 1300 1242 1281 1260 1257 1259 1122 625 277 418 412 359 F.S (F.S > 2.5) 7.95 10.03 9.35 8.39 6.40 6.92 6.55 10.51 12.62 8.33 7.32 7.33 7.56 4.98 4.96 4.84 4.55 4.55 4.96 5.06 5.06 5.09 4.90 4.74 4.86 4.66 4.33 4.33 4.74 4.97 4.81 7.30 7.32 7.31 8.20 14.72 13.03 8.62 8.74 10.06 Remarks Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Size Point 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 Type F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 L (m) 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 B (m) 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 UT. Capacity t (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 500 500 500 500 500 500 500 500 500 500 500 500 2 qu (kN/m ) 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 927.1 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 Acting Load Wt. of footing Pa (kN) 823 1025 944 972 955 924 908 964 942 942 938 875 884 869 912 950 920 1005 988 988 983 902 934 949 954 941 920 710 1267 1936 1917 1573 1466 1459 1284 1311 1406 1406 1299 1757 Wf (kN) 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 77 77 77 77 77 77 77 77 77 77 77 77 77 Total Load P (kN) 938 1140 1059 1086 1069 1039 1023 1079 1056 1056 1053 990 998 984 1027 1065 1035 1120 1103 1103 1097 1017 1048 1063 1069 1055 1035 786 1343 2012 1994 1650 1543 1536 1361 1387 1482 1482 1376 1834 F.S (F.S > 2.5) 9.80 8.07 8.68 8.47 8.60 8.85 8.99 8.53 8.71 8.71 8.73 9.29 9.21 9.35 8.96 8.64 8.89 8.22 8.34 8.34 8.38 9.04 8.77 8.65 8.61 8.72 8.89 11.70 4.93 3.29 3.32 4.01 4.29 4.31 4.86 4.77 4.46 4.46 4.81 3.61 Remarks Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Size Point 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 273 274 275 276 277 278 279 Type F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F4 F4 F4 F1 F1 F4 F6 F6 F4 F4 F4 F6 F6 F6 F6 F6 F6 F6 F5 F6 F6 F6 F6 F6 F6 F6 L (m) 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.0 2.0 2.0 2.7 2.7 2.0 2.4 2.4 2.0 2.0 2.0 2.4 2.4 2.4 2.4 2.4 2.4 2.4 1.5 2.4 2.4 2.4 2.4 2.4 2.4 2.4 B (m) 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.0 2.0 2.0 2.7 2.7 2.0 2.4 2.4 2.0 2.0 2.0 2.4 2.4 2.4 2.4 2.4 2.4 2.4 1.5 2.4 2.4 2.4 2.4 2.4 2.4 2.4 UT. Capacity t (mm) 500 500 500 500 500 500 500 500 500 500 500 500 500 500 375 375 375 500 500 375 500 500 375 375 375 500 500 500 500 500 500 500 300 500 500 500 500 500 500 500 2 qu (kN/m ) 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 907.75 948.5 948.5 948.5 907.75 907.75 948.5 922.13 922.13 948.5 948.5 948.5 922.13 922.13 922.13 922.13 922.13 922.13 922.13 983.3 922.13 922.13 922.13 922.13 922.13 922.13 922.13 Acting Load Wt. of footing Pa (kN) 1532 1352 1517 1905 1919 2020 2237 2237 2096 1767 1035 1125 1213 1192 1408 771 923 807 623 791 1311 1326 1086 824 621 888 793 812 880 880 787 1044 517 912 854 907 1182 1304 1489 1267 Wf (kN) 77 77 77 77 77 77 77 77 77 77 77 77 77 30 30 30 77 77 30 61 61 30 30 30 61 61 61 61 61 61 61 14 61 61 61 61 61 61 61 61 Total Load P (kN) 1609 1428 1593 1982 1996 2096 2314 2314 2172 1844 1111 1201 1290 1222 1438 801 999 884 653 851 1372 1356 1116 854 682 949 853 873 941 941 848 1058 577 972 914 967 1242 1365 1549 1328 F.S (F.S > 2.5) 4.11 4.63 4.15 3.34 3.32 3.16 2.86 2.86 3.05 3.59 5.95 5.51 5.13 5.41 2.51 4.50 3.61 7.49 10.13 4.24 3.87 3.92 3.23 4.22 5.29 5.60 6.22 6.09 5.65 5.65 6.26 5.02 3.83 5.46 5.81 5.49 4.28 3.89 3.43 4.00 Remarks Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Size Point 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 299 303 474 475 476 477 Type F6 F6 CF1 F6 F6 F6 F6 F4 CF2 CF2 CF2 CF2 CF2 CF2 CF2 CF2 CF1 CF1 CF1 F4 F4 F4 F4 L (m) 2.4 2.4 5.4 2.4 2.4 2.4 2.4 2.0 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 5.4 5.4 5.4 2.0 2.0 2.0 2.0 B (m) 2.4 2.4 5.3 2.4 2.4 2.4 2.4 2.0 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 5.3 5.3 5.3 2.0 2.0 2.0 2.0 UT. Capacity t (mm) 500 500 400 500 500 500 500 375 400 400 400 400 400 400 400 400 400 400 400 375 375 375 375 Acting Load Wt. of footing Pa (kN) 1580 1289 1988 621 809 827 876 427 1006 1006 1006 1006 1006 1006 1006 1006 1988 1988 1988 283 380 454 333 Wf (kN) 61 239 61 61 61 61 30 158 158 158 158 158 158 158 158 239 239 239 30 30 30 30 0 2 qu (kN/m ) 922.13 922.13 846.1 922.13 922.13 922.13 922.13 948.5 851.15 851.15 851.15 851.15 851.15 851.15 851.15 851.15 846.1 846.1 846.1 948.5 948.5 948.5 948.5 Total Load F.S P (kN) 1641 1529 2049 681 870 888 906 585 1164 1164 1164 1164 1164 1164 1164 1245 2227 2227 2018 313 410 484 333 Remarks (F.S > 2.5) 3.24 3.47 11.76 7.80 6.11 5.98 5.86 6.16 13.73 13.73 13.73 13.73 13.73 13.73 13.73 12.83 10.81 10.81 11.94 11.53 8.80 7.45 10.84 Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok 7.3 Punching Shear Check Table 7-5: Punching adequacy check Base Point Footing Type 1 2 3 4 5 6 7 8 9 10 F1 F1 F4 F4 F4 F4 F4 F4 F4 F4 Footing Thickness t (mm) 500 500 375 375 375 375 375 375 375 375 d (mm) 424 424 299 299 299 299 299 299 299 299 CoL. ID C5 C5 C5 C5 C5 C5 C5 C5 C5 C5 Col. Size b (mm) 550 550 550 550 550 550 550 550 550 550 h (mm) 350 350 350 350 350 350 350 350 350 350 Factored Load Vu Conc. Strength Vc F.S Pu (kN) kip f'c (ksi) kip Vc/Vu 404 684 610 591 595 596 595 587 835 985 81.3 138 117 114 114 115 114 113 161 189 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 508 508 307 307 307 307 307 307 307 307 6.25 3.69 2.62 2.71 2.69 2.68 2.68 2.72 1.91 1.62 Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Base Point Footing Type 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F5 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 Footing Thickness t (mm) 375 375 375 375 375 375 375 375 375 375 375 375 375 375 375 300 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 d (mm) 299 299 299 299 299 299 299 299 299 299 299 299 299 299 299 224 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 CoL. ID C5 C5 C5 C5 C5 C5 C5 C5 C5 C5 C5 C5 C5 C5 C5 C5 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 Col. Size b (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 h (mm) 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 Factored Load Vu Conc. Strength Vc F.S Pu (kN) kip f'c (ksi) kip Vc/Vu 562 576 536 531 586 600 927 815 624 590 602 603 596 589 880 328 1261 1652 1293 1304 1308 1301 1301 1316 744 736 1296 1254 1268 1255 1311 1355 1326 1370 795 765 1341 1299 1308 1305 108 111 103 102 113 115 178 157 120 113 116 116 114 113 169 59.2 247 323 253 255 256 254 255 257 145 144 253 245 248 245 256 265 259 268 155 150 262 254 256 255 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 307 307 307 307 307 307 307 307 307 307 307 307 307 307 307 207 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 2.84 2.78 2.98 3.01 2.73 2.66 1.72 1.96 2.56 2.71 2.65 2.65 2.68 2.71 1.82 3.50 2.30 1.75 2.24 2.22 2.21 2.23 2.23 2.20 3.90 3.94 2.24 2.31 2.29 2.31 2.21 2.14 2.19 2.11 3.64 3.79 2.16 2.23 2.22 2.22 Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Base Point Footing Type 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 F1 F1 F1 F1 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F3 F3 F3 Footing Thickness t (mm) 500 500 500 500 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 500 500 500 d (mm) 424 424 424 424 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 424 424 424 CoL. ID C1 C1 C1 C1 C2 C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2 C2 C2 C2 C2 C2 C3 C3 C3 Col. Size b (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 h (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 Factored Load Vu Conc. Strength Vc F.S Pu (kN) kip f'c (ksi) kip Vc/Vu 1295 1275 1706 1142 1151 1401 1268 1287 1278 1255 1227 1302 625 607 1259 1182 1199 1178 1241 1287 1237 1352 655 642 1324 1221 1257 1279 1289 1263 1464 1211 952 1687 1546 1558 1560 1584 1590 1630 253 249 334 223 231 282 255 259 257 252 247 262 126 122 253 238 241 237 249 259 249 272 132 129 266 245 253 257 259 254 294 243 191 339 311 313 314 306 307 315 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 567 567 567 567 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 567 567 567 2.24 2.27 1.70 2.54 2.88 2.36 2.61 2.57 2.59 2.64 2.70 2.54 5.30 5.46 2.63 2.80 2.76 2.81 2.67 2.57 2.68 2.45 5.06 5.16 2.50 2.71 2.64 2.59 2.57 2.62 2.26 2.74 3.48 1.96 2.14 2.13 2.12 1.85 1.84 1.80 Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Base Point Footing Type 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F2 F2 F2 F2 F2 F4 F4 F4 F4 F2 F2 F2 F2 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 Footing Thickness t (mm) 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 550 550 550 550 550 375 375 375 375 550 550 550 550 500 500 500 500 500 500 500 500 500 500 500 500 d (mm) 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 474 474 474 474 474 299 299 299 299 474 474 474 474 424 424 424 424 424 424 424 424 424 424 424 424 CoL. ID C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C2 C2 C2 C2 C2 C5 C5 C5 C5 C4 C4 C4 C4 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 Col. Size b (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 h (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 350 350 350 350 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 Factored Load Vu Conc. Strength Vc F.S Pu (kN) kip f'c (ksi) kip Vc/Vu 933 773 1590 1554 1555 1543 1611 1670 1626 1703 987 814 1669 1588 1585 1560 1557 1551 1772 1061 332 730 855 399 1023 1709 1607 1749 642 629 629 415 364 554 588 1008 936 1225 928 1073 180 149 307 300 300 298 311 323 314 329 191 157 323 307 306 314 313 312 356 213 63.8 140 164 76.8 206 344 323 352 120 118 118 77.9 68.4 104 110 189 176 230 174 202 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 666 666 666 666 666 307 307 307 307 666 666 666 666 567 567 567 567 567 567 567 567 567 567 567 567 3.14 3.79 1.84 1.89 1.89 1.90 1.82 1.76 1.80 1.72 2.97 3.60 1.76 1.85 1.85 2.12 2.13 2.14 1.87 3.12 4.82 2.19 1.87 4.00 3.24 1.94 2.06 1.89 4.70 4.80 4.80 7.27 8.29 5.45 5.13 2.99 3.23 2.46 3.25 2.81 Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Base Point Footing Type 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 F6 F6 F6 F6 F6 F6 F2 F2 F2 F2 F2 F2 F2 F2 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F2 F2 F2 F2 F2 F2 F2 F2 Footing Thickness t (mm) 500 500 500 500 500 500 550 550 550 550 550 550 550 550 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 550 550 550 550 550 550 550 550 d (mm) 424 424 424 424 424 424 474 474 474 474 474 474 474 474 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 474 474 474 474 474 474 474 474 CoL. ID C6 C6 C6 C6 C6 C6 C4 C4 C4 C4 C4 C4 C4 C4 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C4 C4 C4 C4 C2 C2 C2 C2 Col. Size b (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 h (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 Factored Load Vu Conc. Strength Vc F.S Pu (kN) kip f'c (ksi) kip Vc/Vu 615 377 370 581 628 642 1750 1608 1709 1024 983 1708 1607 1749 641 629 628 414 364 557 587 1007 935 1214 925 1068 615 377 370 581 627 642 1747 1605 1706 981 792 1348 1557 1556 115 70.8 69.4 109 118 121 352 323 344 206 198 344 323 352 120 118 118 77.8 68.3 105 110 189 176 228 174 201 116 70.8 69.5 109 118 121 351 323 343 197 159 271 313 313 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 567 567 567 567 567 567 666 666 666 666 666 666 666 666 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 666 666 666 666 666 666 666 666 4.91 8.00 8.16 5.19 4.81 4.70 1.89 2.06 1.94 3.24 3.37 1.94 2.06 1.89 4.71 4.80 4.80 7.28 8.30 5.41 5.14 3.00 3.23 2.49 3.26 2.83 4.90 8.01 8.16 5.19 4.81 4.70 1.90 2.06 1.94 3.38 4.18 2.46 2.13 2.13 Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Base Point Footing Type 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 F2 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F2 F2 F2 F2 F2 F4 F4 F4 F4 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 Footing Thickness t (mm) 550 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 550 550 550 550 550 375 375 375 375 550 550 550 550 550 550 550 550 550 550 550 550 d (mm) 474 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 474 474 474 474 474 299 299 299 299 474 474 474 474 474 474 474 474 474 474 474 474 CoL. ID C2 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C2 C2 C2 C2 C2 C5 C5 C5 C5 C2 C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A Col. Size b (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 h (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 350 350 350 350 550 550 550 550 550 550 550 550 550 550 550 550 Factored Load Vu Conc. Strength Vc F.S Pu (kN) kip f'c (ksi) kip Vc/Vu 1560 1586 1592 1631 931 774 1589 1554 1556 1545 1612 1671 1627 1702 985 814 1668 1588 1583 1560 1557 1561 1373 770 316 501 492 311 1068 1381 1270 1304 1281 1244 1221 1297 625 609 1262 1175 314 306 308 315 180 150 307 300 301 299 312 323 314 329 190 157 322 307 306 314 313 314 276 155 60.7 96.3 94.7 59.8 215 278 255 262 258 250 245 261 126 122 254 236 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 666 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 666 666 666 666 666 307 307 307 307 666 666 666 666 666 666 666 666 666 666 666 666 2.12 1.85 1.84 1.80 3.15 3.79 1.85 1.89 1.88 1.90 1.82 1.75 1.80 1.72 2.98 3.60 1.76 1.85 1.85 2.12 2.13 2.12 2.41 4.30 5.06 3.19 3.25 5.14 3.10 2.40 2.61 2.54 2.59 2.66 2.71 2.55 5.30 5.44 2.63 2.82 Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Base Point Footing Type 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 Footing Thickness t (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 d (mm) 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 474 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 424 CoL. ID C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2A C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 Col. Size b (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 h (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 Factored Load Vu Conc. Strength Vc F.S Pu (kN) kip f'c (ksi) kip Vc/Vu 1187 1167 1228 1280 1238 1355 657 643 1324 1214 1256 1275 1282 1264 1232 922 1597 2478 2455 2019 1918 1921 1708 1743 929 909 1705 2319 2001 1782 1990 2513 2469 2588 1377 1464 2674 2280 1380 1505 239 235 247 257 249 272 132 129 266 244 252 256 258 254 248 185 312 485 480 395 375 376 334 341 182 178 333 453 391 348 389 491 483 506 269 286 523 446 270 294 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 666 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 567 2.79 2.84 2.70 2.59 2.68 2.44 5.04 5.15 2.50 2.73 2.64 2.60 2.58 2.62 2.69 3.59 1.81 1.17 1.18 1.44 1.51 1.51 1.70 1.66 3.12 3.19 1.70 1.25 1.45 1.63 1.46 1.15 1.17 1.12 2.10 1.98 1.08 1.27 2.10 1.92 Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Base Point Footing Type 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 273 274 275 276 277 278 279 281 282 283 284 285 286 287 288 297 299 303 474 F1 F1 F4 F4 F4 F1 F1 F4 F6 F6 F4 F4 F4 F6 F6 F6 F6 F6 F6 F6 F5 F6 F6 F6 F6 F6 F6 F6 F6 F6 CF1 F6 F6 F6 F6 F4 CF2 CF2 CF2 CF2 Footing Thickness t (mm) 500 500 375 375 375 500 500 375 500 500 375 375 375 500 500 500 500 500 500 500 300 500 500 500 500 500 500 500 500 500 400 500 500 500 500 375 400 400 400 400 d (mm) 424 424 299 299 299 424 424 299 424 424 299 299 299 424 424 424 424 424 424 424 224 424 424 424 424 424 424 424 424 424 324 424 424 424 424 299 324 324 324 324 CoL. ID C1 C1 C5 C5 C5 C5 C5 C1 C1 C1 C1 C1 C5 C1 C1 C1 C1 C1 C1 C1 C5 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 LC1 LC1 LC1 C5 Col. Size b (mm) 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 250 250 250 550 h (mm) 550 550 350 350 350 350 350 550 550 550 550 550 350 550 550 550 550 550 550 550 350 550 550 550 550 550 550 550 550 550 550 550 550 550 550 550 500 500 500 350 Factored Load Vu Conc. Strength Vc F.S Pu (kN) kip f'c (ksi) kip Vc/Vu 1624 1597 1581 994 1186 1049 791 971 1625 1642 1346 1039 769 1127 1010 1035 540 570 992 1355 664 1152 1080 1147 1544 1632 1840 1562 1953 1602 813 788 1032 1051 1117 542 338 517 602 361 318 312 304 191 228 211 160 177 305 308 245 189 148 212 190 194 101 107 186 254 120 216 203 215 290 306 345 293 367 301 178 148 194 197 210 98.7 74 113 132 78.6 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 4.243 567 567 307 307 307 508 508 348 567 567 348 348 307 567 567 567 567 567 567 567 207 567 567 567 567 567 567 567 567 567 389 567 567 567 567 348 311 311 311 344 1.78 1.81 1.01 1.61 1.35 2.41 3.19 1.97 1.86 1.84 1.42 1.84 2.08 2.68 2.99 2.91 5.59 5.30 3.04 2.23 1.73 2.62 2.79 2.63 1.95 1.85 1.64 1.93 1.54 1.88 2.18 3.83 2.93 2.87 2.70 3.53 4.20 2.74 2.35 4.38 Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT Base Point Footing Type 475 476 477 CF2 CF2 CF2 Footing Thickness t (mm) 400 400 400 d (mm) 324 324 324 CoL. ID C5 C5 C5 Col. Size b (mm) 550 550 550 h (mm) 350 350 350 Factored Load Vu Conc. Strength Vc F.S Pu (kN) kip f'c (ksi) kip Vc/Vu 495 599 430 108 130 93.7 4.243 4.243 4.243 344 344 344 3.19 2.64 3.67 SEISMIC CHECKS Pertinent seismic checks for the building under consideration are provided below. 8.1 Stiffness Irregularity check Table 8.1: Stiffness Irregularity check in X-direction Story Load 1F GF Ex Ex Stiffness (kN/mm) Comparison-1 Comparison-2 Remarks kN/mm 229.995 829.631 Ki<0.7*Ki+1 N/A 3.61 Ki<0.8*(Ki+1+Ki+2+Ki+3) N/A N/A No soft story No soft story Table 8-2: Stiffness irregularity check in Y-direction Stor y Load 1F GF Ey Ey Stiffness (kN/mm) Comparison-1 Comparison-2 Remarks kN/mm 217.401 625.794 Ki<0.7*Ki+1 N/A 2.88 Ki<0.8*(Ki+1+Ki+2+Ki+3) N/A N/A No soft story No soft story 8.2 Storey Drift check Table 8-3: Storey drift check in X-direction Storey 1F GF 1F GF 1F GF Load Case EX EX St_ht.(mm) 8700 2400 EX+ EX+ EXEX- 8700 2400 8700 2400 Δx_ratio Allowable Remarks 0.0015 0.0017 0.0015 0.0015 0.0017 0.0014 0.005 0.005 0.005 0.005 0.005 0.005 In limit In limit In limit In limit In limit In limit Table 8-4: Storey drift check in Y-direction Storey 1F GF 1F GF 1F GF Load Case EX EX St_ht.(mm) 8700 2400 EX+ EX+ EXEX- 8700 2400 8700 2400 Δx_ratio Allowable Remarks 0.0017 0.0017 0.0018 0.0021 0.0021 0.0020 0.005 0.005 0.005 0.005 0.005 0.005 In limit In limit In limit In limit In limit In limit Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 8.3 Torsional irregularity check Table 8-5: Torsional irregularity check in X-direction Story Load Max_drift(mm) Avg_drift(mm) Ratio 1F GF EQX EQX Story Load Max_drift(mm) Avg_drift(mm) Ratio Remarks 1F GF EQY EQY 10.462 4.851 8.636 3.691 1.212 1.314 Torsional_irr Torsional_irr 9.456 8.199 1.153 3.532 2.789 1.267 Table 8-6: Torsional irregularity check in Y-direction Remarks Regular Torsional_irr According to CL. 2.5.6.5, when torsional irregularity exists as defined in table 6.1.4, the effects shall be accounted for by increasing the accidental torsion on that level by an amplification factor Ax determined using equation 2.5.9. Table 8-7: Moment amplification to account for torsional irregularity check in X-direction (EX) Story Load δmax (mm) δavg (mm) Ax B (m) RF EX± 9.456 8.199 0.924 65.551 GF EX± 3.532 2.789 1.114 65.551 Ecc. Length (m) No Amplification 3.650 Table 8-8: Moment amplification to account for torsional irregularity check in Y-direction (EY) Story Load δmax (mm) δavg (mm) Ax B (m) RF GF EX± EX± 10.462 4.851 8.636 3.691 1.019 1.200 44.106 44.106 Ecc. Length (m) 2.248 2.645 SERVICEABILITY CHECK The allowable top sway is H/500 = 36.54 mm (h= 18.27m) The top sway in X-direction is 8.356 mm (WX). The top sway in Y-direction is 4.199 mm (WY). The top sway is within the limit Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited 94 REPORT | DETAIL ENGINEERING ASSESSMENT ADEQUECY OF STEEL STRUCTURE AFTER RETROFITTING 10.1 Adequacy of Steel Frame and Bracing Figure 10.1: Adequacy of Steel Truss (PMM) Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited REPORT | DETAIL ENGINEERING ASSESSMENT 95 ASCE 41 TIER 1 RECOMMENDATION AND RESPONSE   Based on our assessment of the 2-storied building with a grid spacing of 24'-0"x30'-2" and supported with 20"x20" column at the GF, we have found that the factor of safety of the columns are satisfactory with the existing gravity load. The building is classified in the GREEN category.  The factory concern has assigned EIMS to address the issue. EIMS has produced the credible as-built drawing and allowable live load plan from the multiple field visit and client provided source drawings, which are provided with this report.  DEA has been carried out for Main Production Building.  Nine cores from the columns of GF and one core from the beam of 1st floor have been collected and tested. The type of building, in this case, is concrete frame with infill masonry. These are, generally, non-compliant in respect of out-of-plane performance of the infill masonry. The infill masonry is a seismic hazard around the building's perimeter. The recommendation is to mitigate this hazard in those limited locations that will protect egress from the building, including stairwells and building entrances and exits using FRP or by other means to avoid out of plane failures during earthquakes. This shall be achieved within the next three months.  Strengthening drawings to mitigate this issue is added in the URM wall retrofitting drawing with location markings at the egress locations. CONCLUSION AND RECOMMENDATION After checking the as built condition, the summary of the analysis is written belowa) All RCC columns and slabs are found adequate in capacity according to BNBC 2006. b) All RCC grade beams and floor beams are found adequate in terms of bending and shear capacity. c) Foundation system is adequate in terms of bearing capacity and punching capacity as per provide load plan. d) Torsional irregularity exists as defined in BNBC 2006 table 6.1.4, the effects has been encountered by applying the increased accidental torsion on that level by an amplification factor Ax. e) A total number of 379 steel members (diagonal chord in the truss) are found inadequate in capacity. Additional 2 pipes (114mmX4.8mm) in each column (total 96 pipes) are added for rectification. After retrofitting, the steel members are found adequate. f) The proposed load plan is to be followed strictly. g) The client needs to appoint a load manager and a pertinent load management program. h) The factory must strengthen the infill masonry at the marked location in the URM retrofitting drawing. It is also recommended that the regular maintenance works should be done to keep the building safe as in terms of structural point of view. Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited 96 REPORT | DETAIL ENGINEERING ASSESSMENT DISCLAIMER The mode of structural analysis, the above observations and recommendations are done from concrete core test, and numerical modelling of the building. The Consultant applied his best engineering judgments. The Consultant does not bear any responsibilities for any deviation from the predicted behavior of the structure caused by uncertainties of performance or calamities. Checked by Prepared by Md Shajal Khan Khandaker Mahedi Hasan Rafjany Yasar B.Sc. in Civil Engg. (BUET), M.Sc. in Civil & Geotechnical Engg. (BUET) continue MIEB: M/35495 Date: October 28, 2023 M.Sc. in Civil Engg. (Structural), BUET B.Sc. in Civil Engg. (AUST) MIEB: M/37696 Date: October 28, 2023 M.Sc. in Civil Engg. (Structural), BUET B.Sc. in Civil Engg. (AUST) AMIEB: A/19834 Date: October 28, 2023 Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments. Environment and Infrastructure Management Solution (EIMS) Limited © 2023 EIMS Limited

DEA Report Main Production Building 18-02-2024

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