A design rectangular sections for the beams, loads, and p values shown. Beam weights are not...
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A design rectangular sections for the beams, loads, and p values shown. Beam weights are not included in the loads given. Show sketches of cross sections including bar sizes, arrangements, and spacing. Assume con- crete weighs 23.5 kN/m³. f, = 420 MPa and f = 28MPA. %3D Problem wp = 26 kN/m WL 20 kN/m 5m- 0.18f A design rectangular sections for the beams, loads, and p values shown. Beam weights are not included in the loads given. Show sketches of cross sections including bar sizes, arrangements, and spacing. Assume con- crete weighs 23.5 kN/m³. f, = 420 MPa and f = 28MPA. %3D Problem wp = 26 kN/m WL 20 kN/m 5m- 0.18f
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Wp 26 KN m as fy E 420MPO f 28Mpa fy Factred load Wu 12Wo t16WL ... View the full answer
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