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Engineering · Civil Engineering
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For the frame shown below . Draw the free body diagrams for all the beams showing loads, supports and span 2. 3. Given: (assume simply supported condition at the end of each beam and ignore the beams own weight) Calculate the ultimate loads acting on BI, B2. B3 & C 1 (Dead Load Factor = 1.2 and Live load Factor 1.6). Draw the shear force and bending moment diagrams for beams B1, B2 and B3 - Slab thickness 12 cm Concrete unit weight- 24 kN/m Finishing weight 2 kN/m2 -Live load = 5 kN/m, External beams are supporting a 2 m high parapet made of concrete blocks that are 15 cm thick and have a density of 18 kN/m3 7.5 m 3 @ 2.5m B2 B3 Cl ANS: Max Moments: BI-212.17 KN.m, B2-145.8 KN.m, B3-348.7 KN.m Max Shear Forces: B1-121.24 KN, B2-83.3 KN, B3-145.5 KN)
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