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For given distributed loads, see figures below, determine resultant and moments around load ends (points A and B). Assume p = 2kN/m.

For given distributed loads, see figures below, determine resultant and moments around load ends (points A and B). Assume p = 2kN/m.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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PLEASE SOLVE Q 3

3. Using solution developed above, redo all 9 load distributions, and use those solutions to check your work in problem # 1. 4. For rigid bodies, structural systems shown in a figure below, determine reaction forces and moments, from all 9 loads defined above. For the second case, assume that left support is at an angle of 5º from vertical. Other inclined supports are at 45° from vertical.
Transcribed Image Text:3. Using solution developed above, redo all 9 load distributions, and use those solutions to check your work in problem # 1. 4. For rigid bodies, structural systems shown in a figure below, determine reaction forces and moments, from all 9 loads defined above. For the second case, assume that left support is at an angle of 5º from vertical. Other inclined supports are at 45° from vertical.
1. For given distributed loads, see figures below, determine resultant and moments around load ends (points A and B). Assume p = 2kN/m. A AT 2p d) AU 6m 20 20m ## $3 EE i !! THE 2p B ## 2p 2p P b) h) 4m A ² SZ BM 12m 2p rm 30 B A ----B Og A b C) 11 D 10m 20 6m 12m 1 3p B B 2. Develop analytic resultant and analytic moments around points A and B. for a general quadratic distributed load shown in figure below: 349
Transcribed Image Text:1. For given distributed loads, see figures below, determine resultant and moments around load ends (points A and B). Assume p = 2kN/m. A AT 2p d) AU 6m 20 20m ## $3 EE i !! THE 2p B ## 2p 2p P b) h) 4m A ² SZ BM 12m 2p rm 30 B A ----B Og A b C) 11 D 10m 20 6m 12m 1 3p B B 2. Develop analytic resultant and analytic moments around points A and B. for a general quadratic distributed load shown in figure below: 349
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