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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. 2000 KN T 2m 1650 kN/m P

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
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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