Question 1 (Beam Moment Distribution) Figure Q1 shows a non-uniform section beam pinned at A, continuous at B and C, and fixed at D. The beam is subjected to a loading condition shown. Span AB has a constant second moment of area 31, span BC has a constant second moment of area I, and span CD has a constant second moment of area 21. The beam is of the same material. a Use the moment distribution method to calculate the bending moments at the ends of all spans, under the point load in AB, and at mid-spans BC and CD. Hence draw a dimensioned sketch of the bending moment diagram. C. Determine the vertical reaction at C.

Question 1 (Beam Moment Distribution) Figure Q1 shows a non-uniform section beam pinned at A, continuous at B and C, and fixed at D. The beam is subjected to a loading condition shown. Span AB has a constant second moment of area 31, span BC has a constant second moment of area I, and span CD has a constant second moment of area 21. The beam is of the same material. a Use the moment distribution method to calculate the bending moments at the ends of all spans, under the point load in AB, and at mid-spans BC and CD. Hence draw a dimensioned sketch of the bending moment diagram. C. Determine the vertical reaction at C.

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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