3. Using Moment Area Method, determine the slope and deflection at end B of the prismatic cantilever beam AB when it is loaded as shown (Fig. 3), knowing that the flexural rigidity of the beam is EI = 10 MN.m². 50 kN B| 90 kN - m 3 m Fig.3

3. Using Moment Area Method, determine the slope and deflection at end B of the prismatic cantilever beam AB when it is loaded as shown (Fig. 3), knowing that the flexural rigidity of the beam is EI = 10 MN.m². 50 kN B| 90 kN - m 3 m Fig.3

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

3. Using Moment Area Method, determine the slope and deflection at end B of the prismatic
cantilever beam AB when it is loaded as shown (Fig. 3), knowing that the flexural rigidity of
the beam is EI = 10 MN.m².
50 kN
B|
90 kN - m
3 m
Fig.3

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