Consider the beam arrangement with distributed load of 12 kN/m as shown in Figure 1. ii. Determine the deflections (v) and rotations (Ø) at Points 1, 2 and 3, x-0.5 m, and x=1.5 m. Note:- The origion is at point 1.

Consider the beam arrangement with distributed load of 12 kN/m as shown in Figure 1. ii. Determine the deflections (v) and rotations (Ø) at Points 1, 2 and 3, x-0.5 m, and x=1.5 m. Note:- The origion is at point 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 9.9.12P: A symmetric beam A BCD with overhangs at both ends supports a uniform load of intensity q (see...

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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 (Ø) at
Points 1, 2 and 3,
x-0.5 m, and
x=1.5 m.
Note:- The origion is at point I.
12 kN/m
Im-
1 m
E= 200 GPa
1-4 x 10 mm'
Figure 1

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