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Questions and Answers
What is the condition for providing minimum shear reinforcement in the form of stirrups?
What is the condition for providing minimum shear reinforcement in the form of stirrups?
- $\frac{A_s v b}{S_v} \leq 0.87 f_y$
- $\frac{A_s v b}{S_v} \geq 0.4 \times 0.87 f_y$ (correct)
- $\frac{A_s v b}{S_v} \geq 0.4 \times f_y$
- $\frac{A_s v b}{S_v} \leq 0.4 \times 0.87 f_y$
In which scenario is shear reinforcement provided in the form of vertical stirrups or bent up bars with stirrups or inclined stirrups?
In which scenario is shear reinforcement provided in the form of vertical stirrups or bent up bars with stirrups or inclined stirrups?
- $\tau_v < 0.5 \times \tau_c$
- $\tau_v > 1.2 \times \tau_c$
- $\tau_v < \tau_{c,max}$
- $\tau_v > \tau_c$ (correct)
When will the section need to be redesigned according to the given information?
When will the section need to be redesigned according to the given information?
- $\tau_v = \tau_c$
- $\tau_v > 0.5 \times \tau_c$
- $\tau_v < \tau_c$
- $\tau_v > \tau_{c,max}$ (correct)
What is the expression for the difference between applied shear force and the product of allowable shear stress and section dimensions?
What is the expression for the difference between applied shear force and the product of allowable shear stress and section dimensions?
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What is the minimum value of calculated shear stress for providing minimum shear reinforcement?
What is the minimum value of calculated shear stress for providing minimum shear reinforcement?
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