Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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The frame is supporting a wood deck that weighs 25 lb/ ft2 determine the distributed las that joists BG & AH support from the wood decks b= 15ft and a= 3 ft include units
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- ure B 2m2 m C -2 m D 4 m 500 N 700 N 2 of 2 Part B Identify the zero-force members in the truss shown in (Figure 2). Check all that apply. 000 CD DE CG CF FG BC BG DF AG EF AB Submit Provide Feedback Request Answerarrow_forwardFigure 1.5 m E -2 m- 3 kN D B -2 m 1 of 1 Identify the zero-force members in the truss. Check all that apply. BE DE CD AB AE BD BC Submit Drouido Foodbook Request Answerarrow_forwardIn steel design use nscp 2015 i need a complete solutions ty..arrow_forward
- figure A 2m """" B 2 m C ** 2 m E 4 m D 700 N 500 N 2 of 2 > ▼ Part B Identify the zero-force members in the truss shown in (Figure 2). Check all that apply. EF FG ODF П П П □ DE AB ВС BC AG CG CD BG CF Submit Provide Feedback Request Answerarrow_forwardTASK 3 250 180 14 I 30 24 Weld 450 A compound girder consists of a steel joist with steel plates welded onto each flange as shown. If the ends are simply supported and the effective span is 10 m, what is the maximum UDL which can be supported by the girder? [kN/m] Allowable longitudinal stress in plates = 110 MN/m² Allowable load in shear for each weld = 60 kN/m Allowable shearing stress in web of girder = 75 MN/m² Note: 1.0 MN/m² = 1.0 N/mm² 50arrow_forwardHand written and clean solution pleasearrow_forward
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