Answered: Bar diameters a positioning in th…

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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D.48. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 25.6 MPa, fy= 426.9 MPa, bf= 790 mm, t= 90 mm, hw= 440 mm, bw = 450 mm ds= 12 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top (single layer): 3 - 20 mm dia. , tension side (double- layered): upper layer is 4 - 28 mm dia. and lower layer is 4 - 28 mm dia.

bf
Ct
t
Bar diameters and
positioning in the
figure given are just
representations.
Refer to the problem
ds
hw
statement for the
number of bars and
bar diameters to use
in your computation.
25 mm-
Cb
bw

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