USE MOMENT DISTRIBUTION METHOD. From the indeterminate frame shown, find the DF at C in member BC. Consider the stiffness factor modification. El is constant. 45 kN m 60 kN 6 m 4 m 5 m 5 m TTTT 0.455 0.289 0.454 0.330

USE MOMENT DISTRIBUTION METHOD. From the indeterminate frame shown, find the DF at C in member BC. Consider the stiffness factor modification. El is constant. 45 kN m 60 kN 6 m 4 m 5 m 5 m TTTT 0.455 0.289 0.454 0.330

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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Concept explainers

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.

Question

USE MOMENT DISTRIBUTION METHOD. From the indeterminate frame shown, find the DF at C in
member BC. Consider the stiffness factor modification. El is constant.
45 kN m
B
60 kN
6 m
4 m
5m
5 m
A
0.455
0.289
0.454
0.330

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