Compute the reactions for the beams and frames. E and I are constant unless noted otherwise. The force method is to be used. OR STATICALLY INDETERMINATE STRUCTURESP11.16 Select Rcy as the redundant.P11.2C3 klfI.A31-12 ft-Problem 11.16Section 11.3For Problems 11.17 through 11.22. compute the reactions for iemethod (i e method cf consistent distortions) is to be usce4 ft

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Compute the reactions for the beams and frames. E and I are constant unless noted otherwise. The force method is to be used.

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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Compute the reactions for the beams and frames. E and I are constant unless noted otherwise. The force method is to be used.

OR STATICALLY INDETERMINATE STRUCTURES
P11.16 Select Rcy as the redundant.
P11.2
C
3 klf
I.
A
31
-12 ft-
Problem 11.16
Section 11.3
For Problems 11.17 through 11.22. compute the reactions for ie
method (i e method cf consistent distortions) is to be usce
4 ft

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