Consider the portal frame shown in thefigure and assume the modulus ofelasticity, E= 2.5×10 MPa and themoment of inertia, I=8×10*mm* for%3D%3Dall the members of the frame.2000 kN1650|(E, I)2 mkN/mо (Е, )SE(E, I)mom hog4 mRE4m-The rotation (in degrees) up to onedecimal place at the rigid joint Q wouldbe

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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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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