Design the necessary shear reinforcement (if needed) in the form of U-stirrups (two legs) for the T- sectionshown in Fig.5.22. Given: f'c-280 kg/cm² and fy=4,200 kg/cm² Propose steel with #3 stirrups for loads a) V₁ = 9,995kg b) V₁ = 25,085kg 92 cm 7.5 cm c) V₁ = 31,205kg Use kilograms and meters. 45 cm 6.4 cm a. 122 cm 35 cm b. .. 40 cm 60 cm 6.4 cm 10 cm

Structural Analysis
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Chapter2: Loads On Structures
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Design the necessary shear reinforcement (if needed) in the form of U-stirrups (two legs) for the T-
sectionshown in Fig.5.22.
Given: f'c-280 kg/ cm² and fy=4,200 kg/cm²
Propose steel with #3 stirrups for loads
a) V=9,995kg
92 cm
b) V = 25,085kg
7.5 cm
c) V₁ = 31,205kg
Use kilograms and meters.
45 cm
6.4 cm
a.
122 cm
35 cm
← 40 cm
b.
60 cm
6.4 cm
10 cm
Transcribed Image Text:Design the necessary shear reinforcement (if needed) in the form of U-stirrups (two legs) for the T- sectionshown in Fig.5.22. Given: f'c-280 kg/ cm² and fy=4,200 kg/cm² Propose steel with #3 stirrups for loads a) V=9,995kg 92 cm b) V = 25,085kg 7.5 cm c) V₁ = 31,205kg Use kilograms and meters. 45 cm 6.4 cm a. 122 cm 35 cm ← 40 cm b. 60 cm 6.4 cm 10 cm
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