A reinforced rectangular beam with width b and effective depth d is subjected to service live and dead loads (self-weight included) of wL and wD, respectively. If required, compression steel bars are to be placed at a distance d' from the extreme compression fiber. Use fc'= 28 MPa and fy = 420 MPa. 1. Solve for the area of tension steel bars using ɛs = 0.004. 2. Solve for the area of compression steel bars using ɛs = 0.004. 3. Solve for the area of tension steel bars using ɛs = 0.005. 4. Solve for the area of compression steel bars using ɛs = 0.005. b = 500 d = 750 d' = 200 L = 13 WD = 50 WL = 60

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A reinforced rectangular beam with width b and effective depth d is subjected to service live
and dead loads (self-weight included) of wL and wD, respectively. If required, compression
steel bars are to be placed at a distance d' from the extreme compression fiber. Use fc'= 28
MPa and fy = 420 MPa.
1. Solve for the area of tension steel bars using ɛs = 0.004.
2. Solve for the area of compression steel bars using ɛs = 0.004.
3. Solve for the area of tension steel bars using ɛS = 0.005.
4. Solve for the area of compression steel bars using ɛs = 0.005.
b = 500
%3D
d = 750
d' = 200
L= 13
%3D
WD = 50
WL = 60
%3D
Transcribed Image Text:A reinforced rectangular beam with width b and effective depth d is subjected to service live and dead loads (self-weight included) of wL and wD, respectively. If required, compression steel bars are to be placed at a distance d' from the extreme compression fiber. Use fc'= 28 MPa and fy = 420 MPa. 1. Solve for the area of tension steel bars using ɛs = 0.004. 2. Solve for the area of compression steel bars using ɛs = 0.004. 3. Solve for the area of tension steel bars using ɛS = 0.005. 4. Solve for the area of compression steel bars using ɛs = 0.005. b = 500 %3D d = 750 d' = 200 L= 13 %3D WD = 50 WL = 60 %3D
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