• Determine the member end moments andreactions for the frames P16.18 - P16.202 kt100 k ft15 ftEl = constantE= 29,000 ksi1-3,500 in.-15 ft 1 t-FIG. P16.18, P16.22

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Engineering

Civil Engineering

Determine the member end moments and reactions for the frames P16.18 - P16.20

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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• Determine the member end moments and
reactions for the frames P16.18 - P16.20
2 kt
100 k ft
15 ft
El = constant
E= 29,000 ksi
1-3,500 in.
-15 ft 1 t-
FIG. P16.18, P16.22

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