A rectangular beam has a width of 300 mm and an effective depth of 537.50 mm to the centroid of tension steel bars. Tension reinforcement consists of 6-28 mm diameter in two rows, compression reinforcement consists of 2-22 mm. fc= 27.6 MPa, fy = 414.7 MPa. Assume steel covering is 60 mm for compression bars. Calculate the Moment Capacity of the Beam
A rectangular beam has a width of 300 mm and an effective depth of 537.50 mm to the centroid of tension steel bars. Tension reinforcement consists of 6-28 mm diameter in two rows, compression reinforcement consists of 2-22 mm. fc= 27.6 MPa, fy = 414.7 MPa. Assume steel covering is 60 mm for compression bars. Calculate the Moment Capacity of the Beam
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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