Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A 500mm width square tied column with reinforcement on four faces has a gross steel ratio is 0.02 and the concrete cover from the column surface to the steel centroid is 100 mm. What is the nominal axial capacity of the column if subjected to biaxial bending where ex = ey = 250 mm.? Use fc’ = 21 MPa and fy = 415 MPa, reciprocal load method, and the appropriate interaction diagram
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- A concrete floor slab 100 mm thick is cast monolithic with concrete beams 2.0 m on centers. The beams have a span of 4.0 m, web width of 250 mm and overall depth of 500 mm. The tensile reinforcement consists of 6 - ø20 mm bars in two rows with 25 mm vertical clear spacing. Use material strength f'c = 21 MPa and fy = 415 MPa. Calculate the following considering a T-geometry: Effective flange width of an interior beam in mm = _______ Depth of uniform stress block at ultimate stage in mm to the neares whole number = _______ Tensile steel strain compatible with concrete strain of 0.003 in 3 decimal places = __________arrow_forwardConcrete designs, third stage, civil engineeringarrow_forwardOnly correct answer with solutionarrow_forward
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