Question 1The non-prismatic beam ABCD in Figure Q1 is fixed at A and D, and supported on a roller at C. It hasa moment of inertia of 21 over AB and I over the remaining length, and it carries a uniformlydistributed load of 10KN/m between B and D. Using the stiffness method, calculate the deflectionand rotation at B, the rotation at C and the moment reactions at A and D. E is constant.10 kN/m21в3 m3 m3 mFigure Q1

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Answered: distributed load of 10kN/m between B…

distributed load of 10kN/m between B and D. Using the stiffness method, calculate the deflection and rotation at B, the rotation at C and the moment reactions at A and D. E is constant.

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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Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

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