"D.77. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 21 MPa, fy= 500 MPa, bf= 730 mm, t= 80 mm, hw= 450 mm, bw = 410 mm ds= 12 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top (single layer): 4 - 20 mm dia. , tension side (double- layered): upper layer is 3 - 28 mm dia. and lower layer is 4 - 28 mm dia."

"D.77. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 21 MPa, fy= 500 MPa, bf= 730 mm, t= 80 mm, hw= 450 mm, bw = 410 mm ds= 12 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top (single layer): 4 - 20 mm dia. , tension side (double- layered): upper layer is 3 - 28 mm dia. and lower layer is 4 - 28 mm dia."

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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