bf= 700 mm, t= 80 mm, hw= 450 mm, bw = 420 mm ds= 12 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top (single layer): 3- 16 mm dia., tension side (double- layered): upper layer is 3- 28 mm dia. and lower layer is 4 - 28 mm dia." Use the editor to format your answer Refer to the figure below for question 2: br Ct Bar diameters and positioning in the figure given are just ds repr ecentations

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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"D.10. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 25.6 MPa, fy= 424.7 MPa,
bf= 700 mm, t= 80 mm, hw= 450 mm, bw = 420 mm ds= 12 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression
side at top (single layer): 3- 16 mm dia., tension side (double- layered): upper layer is 3- 28 mm dia. and lower layer is 4 -
28 mm dia."
Use the editor to format your answer
Refer to the figure below for question 2:
br
...
Ct
Bar diameters and
positioning in the
figure given are just
renresentations
ds
Transcribed Image Text:"D.10. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 25.6 MPa, fy= 424.7 MPa, bf= 700 mm, t= 80 mm, hw= 450 mm, bw = 420 mm ds= 12 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top (single layer): 3- 16 mm dia., tension side (double- layered): upper layer is 3- 28 mm dia. and lower layer is 4 - 28 mm dia." Use the editor to format your answer Refer to the figure below for question 2: br ... Ct Bar diameters and positioning in the figure given are just renresentations ds
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