A reinforced rectangular beam with width 437.5 and effective depth 692.5 is subjected to service live and dead loads (self-weight included) of 56 and 70.5, respectively. If required, compression steel bars are to be placed at a distance d′ = 692.5 from the extreme compression fiber. Use ??′ =28 ??? and ??= 420 ???. Compute the following:
A reinforced rectangular beam with width 437.5 and effective depth 692.5 is subjected to service live and dead loads (self-weight included) of 56 and 70.5, respectively. If required, compression steel bars are to be placed at a distance d′ = 692.5 from the extreme compression fiber. Use ??′ =28 ??? and ??= 420 ???. Compute the following:
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls
Section: Chapter Questions
Problem 15.21P: Determine the factor of safety against bottom heave for the braced cut described in Problem 15.18....
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A reinforced rectangular beam with width 437.5 and effective depth 692.5 is subjected to service live
and dead loads (self-weight included) of 56 and 70.5, respectively. If required, compression
steel bars are to be placed at a distance d′ = 692.5 from the extreme compression fiber. Use ??′ =28 ??? and ??= 420 ???.
Compute the following:
1. Solve for the area of tension steel bars using ?? = 0.004.
2. Solve for the area of compression steel bars using ?? = 0.004.
3. Solve for the area of tension steel bars using ?? = 0.005.
4. Solve for the area of compression steel bars using ?? = 0.005
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