"D.80. Compute the ultimate strength capacity of the positive moment beam designbelow. f'c= 25.3 MPa, fy= 449.3 MPa, bf= 710 mm, t= 85 mm, hw= 400 mm, bw = 440mm ds= 10 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top(single layer): 4 - 16 mm dia. , tension side (double- layered): upper layer is 4 - 25 mmdia. and lower layer is 4 - 25 mm dia." br...Bar diameters andpositioning in thefigure given are justrepresentations.Refer to the problemstatement for thenumber of bars andbar diameters to usedshwin your computation.25 mmbwmy

Answered: Image /qna-images/answer/d68899b1-ae14-41fd-80b4-b8b274b76d87.jpg

Answered: br ... t Bar diameters and positioning…

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

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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Question

"D.80. Compute the ultimate strength capacity of the positive moment beam design
below. f'c= 25.3 MPa, fy= 449.3 MPa, bf= 710 mm, t= 85 mm, hw= 400 mm, bw = 440
mm ds= 10 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top
(single layer): 4 - 16 mm dia. , tension side (double- layered): upper layer is 4 - 25 mm
dia. and lower layer is 4 - 25 mm dia."

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

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