Consider the portal frame shown in the figure and assume the modulus of elasticity, E = 3.5 x 104 MPa and the moment of inertia, I = 9 × 108 | mm4 for all the members of the frame. 2000 KN T 2m 1650 kN/m P

Structural Analysis
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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 = 3.5
x 104 MPa and the moment of inertia, I = 9 × 108
mm4 for all the members of the frame.
A
2m
1650 kN/m
ot
- 2000 KN
P
E,I
Q
E,I
R
E,I S
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 = 3.5 x 104 MPa and the moment of inertia, I = 9 × 108 mm4 for all the members of the frame. A 2m 1650 kN/m ot - 2000 KN P E,I Q E,I R E,I S 4m 4m The rotation (in degrees, up to one decimal place) at the rigid joint Q would be
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