Q1: Check the adequacy of the beam shown inFig (1-a) with section shown in Fig (1-b) atsection B-B only.f 28 MPa, f, = 420 MPa800I 1504012640+ 10 stirrupsW =200KN /mB4025150150iBSection B-B2m6m2mFig.(1-a)Fig.(1-b)

Data given- f'c = 28 MPa fy = 420 MPa w = 20 kN/m

Q1: Check the adequacy of the beam shown in Fig (1-a) with section shown in Fig (1-b) at section B-B only. f = 28 MPa, f, = 420 MPa 800 I150 4412 640 10 stirrups W,=200KN /m 4¢25 150 150 iB Section B-B 2m 6m 2m Fig.(1-a) Fig.(1-b)

Q1: Check the adequacy of the beam shown in Fig (1-a) with section shown in Fig (1-b) at section B-B only. f = 28 MPa, f, = 420 MPa 800 I150 4412 640 10 stirrups W,=200KN /m 4¢25 150 150 iB Section B-B 2m 6m 2m Fig.(1-a) Fig.(1-b)

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.3.2P: A fixed-end b earn is subjected to a point load at mid-span. The beam has a rectangular cross...

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Question

Q1: Check the adequacy of the beam shown in
Fig (1-a) with section shown in Fig (1-b) at
section B-B only.
f 28 MPa, f, = 420 MPa
800
I 150
4012
640
+ 10 stirrups
W =200KN /m
B
4025
150
150
iB
Section B-B
2m
6m
2m
Fig.(1-a)
Fig.(1-b)

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