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Consider the portal frame shown in the figure and assume the modulus of elasticity, E=2.5×10* MPa and the moment of inertia, I=8×10mm* for %3D all the members of the frame. 2000 kN 1650 kN/m |(E, I) 2 m Q (E, I) SE (E, I) inomom 4 m E4m- The rotation (in degrees) up to one decimal place at the rigid joint Q would be

Consider the portal frame shown in the figure and assume the modulus of elasticity, E=2.5×10* MPa and the moment of inertia, I=8×10mm* for %3D all the members of the frame. 2000 kN 1650 kN/m |(E, I) 2 m Q (E, I) SE (E, I) inomom 4 m E4m- The rotation (in degrees) up to one decimal place at the rigid joint Q would be

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= 2.5×10 MPa and the moment of inertia, I=8×10*mm* for %3D %3D all the members of the frame. 2000 kN 1650 |(E, I) 2 m kN/m о (Е, ) SE (E, I) mom hog 4 m R E4m- 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= 2.5×10 MPa and the moment of inertia, I=8×10*mm* for %3D %3D all the members of the frame. 2000 kN 1650 |(E, I) 2 m kN/m о (Е, ) SE (E, I) mom hog 4 m R E4m- The rotation (in degrees) up to one decimal place at the rigid joint Q would be
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