The low strength concrete floor slab is integrated with a wide- flange steel beam using shear studs (not shown) to form the composite beam If the allowable bending stress for the concrete is (Oallow)con=10 MPa, and allowable bending stress for steel is (Oallow)-=165 MPa, determine the maximum allowable internal moment M that can be applied to the beam. Take Econ=30 GPa and Eteel=200 GPa. 1m 100 mm 75 mm 40 mm M 15 mm 15 mm 20 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The low strength concrete floor slab is integrated with a wide-
flange steel beam using shear studs (not shown) to form the
composite beam If the allowable bending stress for the
concrete is (Oallow)con=10 MPa, and allowable bending stress
for steel is (Oallow)-=165 MPa, determine the maximum
allowable internal moment M that can be applied to the beam.
Take Econ=30 GPa and Eteel=200 GPa.
1m
100 mm
75 mm
400 mm
M
15 mm
15 mm
20 mm
Transcribed Image Text:The low strength concrete floor slab is integrated with a wide- flange steel beam using shear studs (not shown) to form the composite beam If the allowable bending stress for the concrete is (Oallow)con=10 MPa, and allowable bending stress for steel is (Oallow)-=165 MPa, determine the maximum allowable internal moment M that can be applied to the beam. Take Econ=30 GPa and Eteel=200 GPa. 1m 100 mm 75 mm 400 mm M 15 mm 15 mm 20 mm
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