equirement, neglect the beam weight and find the HW-6: maximum load Pu can be carried by the beam shown in Figure below by using: on in Beam 1- Simple formula (ACI 11.3) 2- By using the effect of tension reinforcement (ACI 11.5) 25 Use MPa %3D 400

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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HW-6: According to the shear requirement, neglect the beam weight and find the
maximum load Pu can be carried by the beam shown in Figure below by using:
Shear and Dlagonal Tension in Beam
1- Simple formula (ACI 11.3)
2- By using the effect of tension reinforcement (ACI 11.5)
25
Use = MPa
fy
%3D
400
Pu
010@150
d=500 mm
2 m
2 m
3020mm
250 mm
Transcribed Image Text:HW-6: According to the shear requirement, neglect the beam weight and find the maximum load Pu can be carried by the beam shown in Figure below by using: Shear and Dlagonal Tension in Beam 1- Simple formula (ACI 11.3) 2- By using the effect of tension reinforcement (ACI 11.5) 25 Use = MPa fy %3D 400 Pu 010@150 d=500 mm 2 m 2 m 3020mm 250 mm
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