V (lb)12001000800600-4002000--200-400-800-800--1000-1200M (kip ft)5.04.54.03.53.02.52.01.5-1.0+esei ei ris0.5-0.0+-0.50-1.0+-1.5-2.0+-2.5-3.04.5z (ft)z (ft) Consider the cantilevered beam shown in the figure below. (Figure 1)300 lb200 lb/ft6 ftExpress the internal shear in the beam as a function of 2, where 2 is in feet.Express the internal moment in the beam as a function of z. where z is in feet.Draw the shear diagram.Draw the moment diagram.

Answered: Image /qna-images/answer/ca7505bb-8118-4b70-a646-cb82eeb14d9d.jpg

Consider the cantilevered beam shown in the figure below. (Eigure 1) 300 lb 200 lb/ft 6 ft Express the internal shear in the beam as a function of z, where z is in feet. Express the internal moment in the beam as a function of z. where z is in feet Draw the shear diagram. Draw the moment diagram.

Consider the cantilevered beam shown in the figure below. (Eigure 1) 300 lb 200 lb/ft 6 ft Express the internal shear in the beam as a function of z, where z is in feet. Express the internal moment in the beam as a function of z. where z is in feet Draw the shear diagram. Draw the moment diagram.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.4.32P: Two identical, simply supported beams AB and CD are placed so that they cross each other at their...

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Question

V (lb)
1200
1000
800
600-
400
200
0-
-200
-400
-800
-800-
-1000
-1200
M (kip ft)
5.0
4.5
4.0
3.5
3.0
2.5
2.0
1.5-
1.0+
esei ei ris
0.5-
0.0+
-0.50
-1.0+
-1.5
-2.0+
-2.5
-3.0
4.5
z (ft)
z (ft)

Consider the cantilevered beam shown in the figure below. (Figure 1)
300 lb
200 lb/ft
6 ft
Express the internal shear in the beam as a function of 2, where 2 is in feet.
Express the internal moment in the beam as a function of z. where z is in feet.
Draw the shear diagram.
Draw the moment diagram.

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