Job No Sheet No Rev 1 Part Software licensed to Job Title Ref By Client Date07-Feb-24 File Mechanical screen 1.std Chd Date/Time 22-Apr-2024 01:53 Beam End Force Summary The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Axial Shear Torsion Bending Beam Node L/C Fx Fy Fz Mx My Mz (kN) (kN) (kN) (kNm) (kNm) (kNm) Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz 39 8 39 39 7 7 39 7 7 7 39 39 Print Time/Date: 22/04/2024 01:59 33 8 33 8 7 7 33 7 8 8 8 8 23:GENERATED AISC PUBLIC 11 23.043 31.079 34:GENERATED AISC PUBLIC 22 -0.467 -33.360 21:GENERATED AISC -22.926 PUBLIC 926.639 23:GENERATED AISC 31.079 PUBLIC 11 -30.607 32:GENERATED AISC -6.766 PUBLIC 20 -0.456 23:GENERATED AISC -8.914 PUBLIC 112.897 21:GENERATED AISC -22.926 PUBLIC 926.639 23:GENERATED AISC -8.914 PUBLIC 112.897 32:GENERATED AISC -6.766 PUBLIC 20 -1.222 23:GENERATED AISC -8.914 PUBLIC 111.875 23:GENERATED AISC 31.079 PUBLIC 11 -30.607 34:GENERATED AISC -29.630 PUBLIC 22 19.991 0.901 -5.048 -0.545 0.901 8.470 -8.926 -0.545 -8.926 8.470 -8.926 0.901 -0.807 STAAD.Pro V8i (SELECTseries 5) 20.07.10.66 1.319 -0.330 1.386 1.319 -0.066 -0.887 1.386 -0.887 -0.066 -0.887 1.319 -0.732 -3.624 7.844 2.432 3.580 -9.232 9.756 2.432 9.756 11.095 -11.667 3.580 -3.137 -1.949 -1.015 -2.036 28.300 -1.097 3.602 -2.036 3.602 0.917 -2.124 28.300 -23.637 Print Run 1 of 2 Project: Project no: Author: Project data Project name Project number Author Description Date 4/22/2024 Code AISC/ACI Material Steel S355 1/8 Project: Project no: Author: Project item CON1 Design Name CON1 Description Analysis Stress, strain/ simplified loading Design code AISC - LRFD (2016) Members Geometry Name Cross-section β – Direction [°] γ - Pitch [°] α - Rotation [°] Offset ex [mm] Offset ey [mm] Offset ez [mm] C 4 - SHS150/150/6.3 0.0 -90.0 0.0 0 0 0 B1 5 - RHS200/150/6.3 0.0 0.0 0.0 0 0 0 B2 5 - RHS200/150/6.3 180.0 0.0 0.0 0 0 0 M4 5 - RHS200/150/6.3 90.0 0.0 0.0 0 0 0 2/8 Project: Project no: Author: Cross-sections Name Material 4 - SHS150/150/6.3 S355 5 - RHS200/150/6.3 S355 Load effects (Equilibrium not required) Name N [kN] Member LE2 Vy [kN] Vz [kN] Mx [kNm] My [kNm] B1 / End 34.0 0.0 -6.0 0.0 B2 / End 10.0 0.0 -10.0 M4 / End 31.0 0.0 -30.0 Mz [kNm] 8.0 1.0 0.0 11.0 1.0 0.0 28.0 3.5 Check Summary Name Value Check status Analysis 100.0% OK Plates 0.1 < 5.0% OK Loc. deformation 0.1 < 3% OK Welds 0.0 < 100% OK Buckling 10.70 OK Plates Name tp [mm] Loads σEd [MPa] εPl [%] σc,Ed [MPa] Status C 6.3 LE2 319.7 0.1 0.0 OK B1 6.3 LE2 204.5 0.0 0.0 OK B2 6.3 LE2 231.8 0.0 0.0 OK M4 6.3 LE2 319.7 0.1 0.0 OK Design data Fy [MPa] Material S355 εlim [%] 355.0 5.0 Symbol explanation tp Plate thickness σEd Equivalent stress εPl Plastic strain σc,Ed Contact stress Fy Yield strength εlim Limit of plastic strain 3/8 Project: Project no: Author: Loc. deformation d0 [mm] Name Loads δlim [mm] δ [mm] δ/d0 [%] Check status C 150 LE2 0 5 0.1 OK B1 150 LE2 0 5 0.1 OK B2 150 LE2 0 5 0.1 OK M4 150 LE2 0 5 0.0 OK Symbol explanation d0 Cross-section size δ Local cross-section deformation δlim Allowed deformation Overall check, LE2 4/8 Project: Project no: Author: Strain check, LE2 Equivalent stress, LE2 5/8 Project: Project no: Author: Welds tw [mm] w [mm] L [mm] Lc [mm] Fn [kN] ϕRn [kN] Ut [%] E70xx - - 119 - - - - B1-arc 1 E70xx - - 7 - - - C-w 3 B1-arc 2 E70xx - - 7 - - C-w 3 B1-arc 3 E70xx - - 7 - C-w 3 B1-w 2 E70xx - - 169 C-w 3 B1-arc 4 E70xx - - C-w 3 B1-arc 5 E70xx - C-w 3 B1-arc 6 E70xx C-w 3 B1-w 3 C-w 3 B1-arc 7 C-w 3 Item Edge Xu C-w 3 B1-w 1 C-w 3 Loads Detailing Status - OK OK - - OK OK - - - OK OK - - - - OK OK - - - - - OK OK 7 - - - - - OK OK - 7 - - - - - OK OK - - 7 - - - - - OK OK E70xx - - 119 - - - - - OK OK E70xx - - 7 - - - - - OK OK B1-arc 8 E70xx - - 7 - - - - - OK OK C-w 3 B1-arc 9 E70xx - - 7 - - - - - OK OK C-w 3 B1-w 4 E70xx - - 169 - - - - - OK OK C-w 3 B1-arc 10 E70xx - - 7 - - - - - OK OK C-w 3 B1-arc 11 E70xx - - 7 - - - - - OK OK C-w 3 B1-arc 12 E70xx - - 7 - - - - - OK OK C-w 2 M4-w 1 E70xx - - 119 - - - - - OK OK C-w 2 M4-arc 1 E70xx - - 7 - - - - - OK OK C-w 2 M4-arc 2 E70xx - - 7 - - - - - OK OK C-w 2 M4-arc 3 E70xx - - 7 - - - - - OK OK C-w 2 M4-w 2 E70xx - - 169 - - - - - OK OK C-w 2 M4-arc 4 E70xx - - 7 - - - - - OK OK C-w 2 M4-arc 5 E70xx - - 7 - - - - - OK OK C-w 2 M4-arc 6 E70xx - - 7 - - - - - OK OK C-w 2 M4-w 3 E70xx - - 119 - - - - - OK OK C-w 2 M4-arc 7 E70xx - - 7 - - - - - OK OK C-w 2 M4-arc 8 E70xx - - 7 - - - - - OK OK C-w 2 M4-arc 9 E70xx - - 7 - - - - - OK OK C-w 2 M4-w 4 E70xx - - 169 - - - - - OK OK C-w 2 M4-arc 10 E70xx - - 7 - - - - - OK OK C-w 2 M4-arc 11 E70xx - - 7 - - - - - OK OK C-w 2 M4-arc 12 E70xx - - 7 - - - - - OK OK C-w 1 B2-w 1 E70xx - - 119 - - - - - OK OK C-w 1 B2-arc 1 E70xx - - 7 - - - - - OK OK C-w 1 B2-arc 2 E70xx - - 7 - - - - - OK OK C-w 1 B2-arc 3 E70xx - - 7 - - - - - OK OK C-w 1 B2-w 2 E70xx - - 169 - - - - - OK OK C-w 1 B2-arc 4 E70xx - - 7 - - - - - OK OK C-w 1 B2-arc 5 E70xx - - 7 - - - - - OK OK C-w 1 B2-arc 6 E70xx - - 7 - - - - - OK OK C-w 1 B2-w 3 E70xx - - 119 - - - - - OK OK 6/8 Project: Project no: Author: tw [mm] w [mm] L [mm] Lc [mm] Fn [kN] ϕRn [kN] Ut [%] E70xx - - 7 - - - - B2-arc 8 E70xx - - 7 - - - C-w 1 B2-arc 9 E70xx - - 7 - - C-w 1 B2-w 4 E70xx - - 169 - C-w 1 B2-arc 10 E70xx - - 7 C-w 1 B2-arc 11 E70xx - - C-w 1 B2-arc 12 E70xx - - Item Edge Xu C-w 1 B2-arc 7 C-w 1 Loads Detailing Status - OK OK - - OK OK - - - OK OK - - - - OK OK - - - - - OK OK 7 - - - - - OK OK 7 - - - - - OK OK Design data Fexx [MPa] Material E70xx 0.0 Symbol explanation tw Throat thickness of weld w Leg size of weld L Length of weld Lc Length of weld critical element Fn Force in weld critical element ϕRn Weld resistance - AISC 360-16 – J2-4 Ut Utilization Fexx Ultimate strength as rated by electrode classification number Buckling Loads LE2 Shape Factor [-] 1 10.70 2 11.12 3 16.78 4 21.39 5 25.42 6 26.87 7/8 Project: Project no: Author: First buckling mode shape, LE2 Bill of material Manufacturing operations Name Plates [mm] Shape CUT1 Nr. Welds Leg size [mm] Length [mm] Butt: 8.9 652.3 CUT4 Butt: 8.9 652.3 CUT5 Butt: 8.9 652.3 Bolts Nr. CUT3 Welds Type Butt Throat thickness [mm] Material E70xx - Leg size [mm] - Length [mm] 1956.8 8/8