SOUTHERN UNIVERSITY BANGLADESH Department of Civil Engineering Course plan Spring:2019 Course Code: CE 411 Course Title: Structural Analysis and Design III Credit: 4.0 Batch: RCE 15 Day: Time: Mon, Tues, Wed 9.00-10.40 am, 12.40-1.30pm, 12.40-1.30pm Analysis of statically indeterminate structures by displacement method: Slope Deflection Method for beams & frames. Stiffness Method for beams frames & plane trusses (Stiffness Matrix, Member Stiffness Matrix, Global Stiffness Matrix, assembly of stiffness matrices) Analysis of statically indeterminate structures by force method: Moment Distribution Method for beams & frames. Flexibility Method for beams frames & plane trusses (Flexibility matrix) Influence line for statically indeterminate structures: Beams, frames & girders. Introduction to Tall building structures: Structural forms and their application (e.g. shear wall, Wall frame, framed Tube etc). Rationale: This course has been prepared with the basic principle and methods in the analysis of statically indeterminate structures. The analysis method consists of conditions of geometry of the deformed structure. 1. Indeterminate Structural Analysis by C.K. Wang 2. Matrix Analysis of Framed Structures by J.M. Gere 3. Tall Building Structures by Smith and Coull 4. Structural Analysis by R.C. Hibbeler 5. Internet Resources. Course objectives 1. Distinguish between stable and unstable and statically determinate and indeterminate structures 2. Apply equations of equilibrium to indeterminate structures and compute the reactions 3. Evaluate and draw the influence lines for reactions, shears and Amrita Das Assistant Professor Department of Civil Engineering, SUB Mail: amritadascuet@gmail.com SOUTHERN UNIVERSITY BANGLADESH Department of Civil Engineering Course plan LEARNING OUTCOMES Method of Instruction bending moments in indeterminate beams and frame 4. Calculate the deflections indeterminate beams 5. Apply the slope deflection method, Moment distribution method, Flexibility method and Stiffness method to analyze statically indeterminate structures Ability to apply basic principles to solve statically indeterminate structures and determinacy of structure Ability to analyze statically indeterminate beams and frames by moment distribution method and slope deflection method Ability to analyze statically indeterminate beams, frames and trusses by consistent deformation method and flexibility Matrix method Ability to develop Quantitative and qualitative influence lines of statically indeterminate beams and frames Ability to estimate the deflection of beams Ability to explain the different structural forms of Tall structures Methodology: Maximum Classes will be based on lecture. Assessment of students’ understanding at frequent intervals will be done throughout the lecture by giving them class performance. Depending on the necessity, practical implementation of the topics will be incorporated into lecture from internet through multimedia. Class Format Total Class Duration: 15 weeks. Total Number of classes: 60 classes; each of 50 minutes duration. Mid Term exam: After about seven weeks of class. Final Examination: Around eight weeks of Classes after Mid Term Exam. Number of Class Tests: Minimum five in each semester. It may be more. Amrita Das Assistant Professor Department of Civil Engineering, SUB Mail: amritadascuet@gmail.com Distribution of marks Marks Category % Mid Term 25% 100 Final Exam Class Tests (15%) Attendance+ Performance+ Assignment (10%) Total 50% 200 25% 100 100 % 400 SOUTHERN UNIVERSITY BANGLADESH Department of Civil Engineering Course plan Class No. 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 Topic or Topics to be Covered Course Overview Analysis of statically indeterminate structures by Approximate and Exact methods Reference Remark C K Wang, R.C. Hibbeler Introduction to force methods and displacement methods Qualitative Influence line for Multistoried Building Frame Qualitative Influence line for Multistoried Building Frame Introduction to Flexibility Matrix Method Problems on Flexibility Matrix Method for beams Problems on Flexibility Matrix Method for beams Problems on Flexibility Matrix Method for beams Problems on Flexibility Matrix Method for beams Practice session on Flexibility Matrix Method for beams Quantitative Influence line for statically indeterminate structures: Influence line for statically indeterminate beams CT-1 Influence line for statically indeterminate beams Influence line for statically indeterminate beams Practice session on Influence line for statically indeterminate beams Problems on Flexibility Matrix Method for truss Problems on Flexibility Matrix Method for truss Problems on Flexibility Matrix Method for truss Problems on Flexibility Matrix Method for truss Practice session on Flexibility Matrix Method for truss Problems on Flexibility Matrix Method for frame Problems on Flexibility Matrix Method for frame Slope Deflection Method : Introduction to Slope Deflection Method Slope Deflection Method for beams Problems on Slope Deflection Method for beams Problems on Slope Deflection Method for beams Amrita Das Assistant Professor Department of Civil Engineering, SUB Mail: amritadascuet@gmail.com CT-2 C K Wang, R.C. Hibbeler SOUTHERN UNIVERSITY BANGLADESH Department of Civil Engineering Course plan 27 28 Mid Term Examination Practice session on Slope Deflection Method for beams 29 Problems on Slope Deflection Method for beam with support settlement 30 Problems on Slope Deflection Method for beam with support settlement 31 Practice on Slope Deflection Method for beam with support settlement 32 Problems on Slope Deflection Method for frames without side sway 33 Practice on Slope Deflection Method for frames without side sway 34 Problem on session on Slope Deflection for frames with sideway 35 Problem on Slope Deflection for frames with sideway 36 Practice session on Slope Deflection Method for frames with sideway 37 Problem on Slope Deflection for frames with support settlement 38 Problem on Slope Deflection for frames with support settlement 39 Moment Distribution Method for beams 40 Problems on Moment Distribution Method for beams 41 Problems on Moment Distribution Method for beams 42 Problems on Moment Distribution Method for beams with support settlement Amrita Das Assistant Professor Department of Civil Engineering, SUB Mail: amritadascuet@gmail.com CT-4 C K Wang, R.C. Hibbeler SOUTHERN UNIVERSITY BANGLADESH Department of Civil Engineering Course plan 43 Problems on Moment Distribution Method for beams with support settlement 44 Moment Distribution Method for frames 45 Problems on Moment Distribution Method for frames without side sway 46 Problems on Moment Distribution Method for frames with side sway 47 Stiffness Matrix Method: Introduction to Stiffness Matrix Method Stiffness Matrix Method for beams, assembly of stiffness matrices Stiffness Matrix Method for beams, assembly of stiffness matrices Stiffness Matrix Method for Beam, assembly of stiffness matrices 48 49 49 50 51 52 53 54 55 56 57 58 Practice session on Stiffness Matrix Method for Beam Stiffness Matrix Method for Frame, assembly of stiffness matrices Stiffness Matrix Method for Frame , assembly of stiffness matrices Practice session on Stiffness Matrix Method for Frame Stiffness Matrix Method for Truss, assembly of stiffness matrices Stiffness Matrix Method for Truss, assembly of stiffness matrices Stiffness Matrix Method for Truss, assembly of stiffness matrices Practice session on Stiffness Matrix Method for Truss Introduction to Tall building structures: Structural frames of Tall buildings ,Concept of tall structure, Structural forms and their application, Different structural forms (shear wall structures, tube structures, etc.) 59 Presentation on Tall Building by Students 60 Review on Final term Syllabus Internet Resources Note: Depending on the prevailing situation, date may be changed. If any class misses because of government holiday, that class will be rescheduled after discussing with the students. ---------------------------------------------Amrita Das Assistant Professor Department of Civil Engineering, SUB Mail: amritadascuet@gmail.com SOUTHERN UNIVERSITY BANGLADESH Department of Civil Engineering Course plan Signature of the Course Instructor Ability to develop Quantitative and qualitative influence lines of statically indeterminate beams and frames Ability to estimate the deflection of trusses Ability to explain the different structural forms of Tall structures Amrita Das Assistant Professor Department of Civil Engineering, SUB Mail: amritadascuet@gmail.com