12 kN/m 1 m- -1 m- E=200 GPa 1=4 x 10 mm Figure 1

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter9: Deflections Of Beams
Section: Chapter Questions
Problem 9.6.6P: A cantileverbeam^Cßsupportstwo concentrated loads Ptand A, as shown in the figure. Calculate the...
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Consider the beam arrangement with distributed load of 12 kN/m as shown in Figure 1.
ii. Determine the deflections (v) and rotations (0) at
Points 1, 2 and 3,
x-0.5 m, and
x=1.5 m.
Note:- The origion is at point 1.
12 kN/m
Im-
1 m
E=200 GPa
1-4 x 10 mm'
Figure 1
Transcribed Image Text:Consider the beam arrangement with distributed load of 12 kN/m as shown in Figure 1. ii. Determine the deflections (v) and rotations (0) at Points 1, 2 and 3, x-0.5 m, and x=1.5 m. Note:- The origion is at point 1. 12 kN/m Im- 1 m E=200 GPa 1-4 x 10 mm' Figure 1
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