B1- Use the moment-area method to determine the slopes and deflections at points B and C of the beams shown. (Problem 6.15 and 6.17 of Structural Analysis, 6th Edition, Aslam Kassimali). A -9 ft 50 k B -9 ft- El constant E = 29,000 ksi I = 4,000 in.4 -18 ft-

B1- Use the moment-area method to determine the slopes and deflections at points B and C of the beams shown. (Problem 6.15 and 6.17 of Structural Analysis, 6th Edition, Aslam Kassimali). A -9 ft 50 k B -9 ft- El constant E = 29,000 ksi I = 4,000 in.4 -18 ft-

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

B1- Use the moment-area method to determine the slopes and deflections at points B and C of the beams shown.
(Problem 6.15 and 6.17 of Structural Analysis, 6th Edition, Aslam Kassimali).
A
-9 ft-
50 k
↓
B
C
-9 ft-
EI= constant
E = 29,000 ksi
I = 4,000 in.4
-18 ft-

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