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

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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