1. For given distributed loads, see figures below, determine resultant and moments around load ends (points A and B). Assume p = 2kN/m. 2p A 2p A 2p A a) d) g) 4m 6m 2p 20m 2p B B 2p 2p B Р A 2p Al 2p A KA b) e) h) 4m 8m 12m 2p 7m 3p B 2p J2mB 2p B A A A C) 2p 2m f) 1) 10m → 2m 6m 1.5p- 12m 3p B B 5p B
1. For given distributed loads, see figures below, determine resultant and moments around load ends (points A and B). Assume p = 2kN/m. 2p A 2p A 2p A a) d) g) 4m 6m 2p 20m 2p B B 2p 2p B Р A 2p Al 2p A KA b) e) h) 4m 8m 12m 2p 7m 3p B 2p J2mB 2p B A A A C) 2p 2m f) 1) 10m → 2m 6m 1.5p- 12m 3p B B 5p B
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.3.27P: A 150-lb rigid bar AB. with friction less rollers al each end. is held in the position shown in the...
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Hi could you also please give the solution to d, e, f, g, h, i? I am stuck on those right now.
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