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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F575add69-7c2a-412a-9e3e-55b3434daf20%2F9b5efb2d-0ca7-4584-bea7-4c2d60905798%2Fvcghvg_processed.jpeg&w=3840&q=75)
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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