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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 (assume simply supported condition at the end of each beam and ignore the beams own weight). 2. Calculate the ultimate loads acting on B1, B2, B3 & Cl (Dead Load Factor 1.2 and Live load Factor 1.6). 3. Draw the shear force and bending moment diagrams for beams B1, B2 and B3 Given -Slab thickness 12 cm Concrete unit weight-24 kN/m3 -Finishing weight 2 kN/m2 Live load 5 kN/m2 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 3 2.5m-7.5 m B2 B3 Cl Max Moments: B1-212.17 KN.m, B2-145.8 KN.m, B3-348.7 KN.m Max Shear Forces: BI-121.24 KN, B2-83.3 KN, B3-145.5 KN)
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