A simply supported beam is laterally supported at its ends and is subjected to the following service loads: Dead Load – 5.8 kN/m (including the weight of the beam) Live Load – 14.6 kN/m If Fy = 345 MPa, is W360x134 adequate? Span Length a. L = 30 ft

Homework 1- For a simply supported beam with span 6.0 m , determine the area of steel required to reinforced the beam(350*550) mm if it subjected to service dead load (including to self-weight) (40 kN/m) and service concentrated live load (PL 100 kN) use f'c = 25 MPa & fy 350MPA P= 100 kN Wdl= 40 kN/m 550 mm 350 mm

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​​​​​​​Design a simply supported beam supporting a column carrying an axial load P at its mid span of 5 m in S355 steel. The design value of P of the combined action (permanent and variable load) is 250 kN. Assume the beam is laterally restrained. use a UKB