GATE CE 2017 Set 2 — Question 42

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NAT+2 / -0HardAnalysis of FramesIndeterminate Analysis & Influence LinesStructural Engineering

Structural Engineering → Indeterminate Analysis & Influence Lines → Analysis of Frames

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Question

Consider the portal frame shown in the figure and assume the modulus of elasticity, E=2.5×104 MPaE = 2.5 \times 10^4\text{ MPa} and the moment of inertia, I=8×108 mm4I = 8 \times 10^8\text{ mm}^4 for all the members of the frame.
Portal frame with a horizontal point load of 200 kN at P and a horizontal UDL of 165 kN/m on segment PQ
The rotation (in degrees, up to one decimal place) at the rigid joint QQ would be __________
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