Answered: P= 10 kips w = 24 kips/ft 18 P13.8

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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Question

The frame in Figure P13.8 is to be constructed
with a deep girder to limit deflections. However, to satisfy
architectural requirements, the depth of the columns will
be as small as possible. Assuming that the moments at the

ends of the girder are 25 percent of the fixed-ended mo-
ments, compute the reactions and draw the moment curve

for the girder. The column bases cannot resist moment.

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