in Others edited by
0 votes
0 votes

A semi-circular bar of radius $\text{R m}$, in a vertical plane, is fixed at the end $G$, as shown in the figure. A horizontal load of magnitude $\text{P kN}$ is applied at the end $H$. The magnitude of the axial force, shear force, and bending moment at point $Q$ for $\theta = 45^{\circ}$, respectively, are

  1. $\frac{P}{\sqrt{2}}\:kN, \frac{P}{\sqrt{2}}\:kN$, and $\frac{PR}{\sqrt{2}}\:kNm$
  2. $\frac{P}{\sqrt{2}}\:kN, \frac{P}{\sqrt{2}}\:kN$, and $0 \:kNm$
  3. $0\:kN, \frac{P}{\sqrt{2}}\:kN$, and $\frac{PR}{\sqrt{2}} \:kNm$
  4. $\frac{P}{\sqrt{2}}\:kN,0\:kN$, and $\frac{PR}{\sqrt{2}} \:kNm$
in Others edited by
11.6k points

Please log in or register to answer this question.

Welcome to GATE Civil Q&A, where you can ask questions and receive answers from other members of the community.
Top Users Sep 2022
  1. Arjun

    30 Points

  2. gatecse

    10 Points