Consider the portal frame shown in the figure and assume the modulus of elasticity, E = 2.5 x 104 MPa and the moment of inertia, I = 8 × 108 mm4 for all the members of the frame.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Consider the portal frame shown in the figure and
assume the modulus of elasticity, E = 2.5
x 104 MPa and the moment of inertia, I = 8 x 108
mm4 for all the members of the frame.
%3D
%3D
2000 kN
1650 kN/m
2m
E,I
Q
E,I
S
E,I
4m
4m
The rotation (in degrees, up to one decimal place)
at the rigid joint Q would be
Transcribed Image Text:Consider the portal frame shown in the figure and assume the modulus of elasticity, E = 2.5 x 104 MPa and the moment of inertia, I = 8 x 108 mm4 for all the members of the frame. %3D %3D 2000 kN 1650 kN/m 2m E,I Q E,I S E,I 4m 4m The rotation (in degrees, up to one decimal place) at the rigid joint Q would be
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