te beam is made of steel (4) bonded to brass on shown. If the allowable bending stress for MPa, and for the brass (sallow) br= 60 MPa, moment (M) that can be applied to the beam GPa 150 N/m 8000 N B D 200 mm 175 mm 200 mm 가 50 mm 75 mm 600 mm 75

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Question # 1: The composite beam is made of steel (4) bonded to brass
(B) and has the cross section shown. If the allowable bending stress for
the steel is (sallow) st = 180 MPa, and for the brass (sallow) br = 60 MPa,
determine the maximum moment (M) that can be applied to the beam
Ebr 100 GPa, Est= 200 GPa
B
Question # 2: Determine the
maximum shear stress acting
at section a-a in the beam.
150 N/m
m
8000 N
Bla
1.5 m 1.5 m
50 mm
50 mm
200 mm
175 mm
200 mm
-B
400 mm
75 mm
600 mm
75mm
Transcribed Image Text:Question # 1: The composite beam is made of steel (4) bonded to brass (B) and has the cross section shown. If the allowable bending stress for the steel is (sallow) st = 180 MPa, and for the brass (sallow) br = 60 MPa, determine the maximum moment (M) that can be applied to the beam Ebr 100 GPa, Est= 200 GPa B Question # 2: Determine the maximum shear stress acting at section a-a in the beam. 150 N/m m 8000 N Bla 1.5 m 1.5 m 50 mm 50 mm 200 mm 175 mm 200 mm -B 400 mm 75 mm 600 mm 75mm
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