For the beam shown in the fligure for Problem 13. determine the allowable mo- ment capacity M. Use f= 4000 psi and Grade 60 steel. (=30 MPa: f, = - 4.3 %3D 400 MPa.)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Reinforced concrete design
- 4.3
For the beam shown in the figure for Problem 43. determine the allowable mo-
ment capacity Mu. Use f = 4000 psi and Grade 60 steel. (=30 MPa: f, =
400 MPa.)
Transcribed Image Text:- 4.3 For the beam shown in the figure for Problem 43. determine the allowable mo- ment capacity Mu. Use f = 4000 psi and Grade 60 steel. (=30 MPa: f, = 400 MPa.)
2
(60 mm)
3 - # 11
(3 # 35M)
(4 #35M)
4 # 11
..
16"
(400 mm)
Problems 4.3 and 4.4
d = 27.3"
(690 mm)
Transcribed Image Text:2 (60 mm) 3 - # 11 (3 # 35M) (4 #35M) 4 # 11 .. 16" (400 mm) Problems 4.3 and 4.4 d = 27.3" (690 mm)
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