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A y N fixed support at A 10 N/mm 150 mm B X 250 mm 200 mm C 2. Which of the following is the magnitude F, and location L (see force diagram in item 1), of the concentrated force equivalent to the rectangular distributed load? F=2000 N, L = 100 mm + F=2000 N, L = 0 mm F=1000 N, L = 100 mm F=2000 N, L = 100 mm F=1000 N, L = 0 mm 4. Which of the following gives the CORRECT moment equilibrium equation? 500 N

A y N fixed support at A 10 N/mm 150 mm B X 250 mm 200 mm C 2. Which of the following is the magnitude F, and location L (see force diagram in item 1), of the concentrated force equivalent to the rectangular distributed load? F=2000 N, L = 100 mm + F=2000 N, L = 0 mm F=1000 N, L = 100 mm F=2000 N, L = 100 mm F=1000 N, L = 0 mm 4. Which of the following gives the CORRECT moment equilibrium equation? 500 N

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 2 y fixed support at A 10 N/mm 150 mm B 250 mm 200 mm C 2. Which of the following is the magnitude F, and location L (see force diagram in item 1), of the concentrated force equivalent to the rectangular distributed load? F=2000 N, L = 100 mm F=2000 N, L = 0 mm F=1000 N, L = 100 mm F=2000 N, L = 100 mm F=1000 N, L = 0 mm 4. Which of the following gives the CORRECT moment equilibrium equation? A. EM: (Mx, My, M₂) + (150,0,0) × (0,0, −500) + (400,0,100) × (0,−2000,0) = 0 B. EM: (Mx, My, M₂) + (150,0,0) × (0,0,500) + (400,0,0) × (0,—2000,0) = 0 C. EM: (Mx, My, M₂) + (0,0, −500) × (150,0,0) + (0, −2000,0) × (400,0,100) = 0 D. EM: (Mx, My, M₂) + (0,0,500) × (150,0,0) + (0, −2000,0) × (400,0,0) = 0 5. Which of the following gives the moment reaction at the fixed support? A. (200,75,-800) Nm B. (-200,-75,800) Nm C. (0,75,-800) Nm D. (0, -75,800) Nm 500 N X
Transcribed Image Text:A 2 y fixed support at A 10 N/mm 150 mm B 250 mm 200 mm C 2. Which of the following is the magnitude F, and location L (see force diagram in item 1), of the concentrated force equivalent to the rectangular distributed load? F=2000 N, L = 100 mm F=2000 N, L = 0 mm F=1000 N, L = 100 mm F=2000 N, L = 100 mm F=1000 N, L = 0 mm 4. Which of the following gives the CORRECT moment equilibrium equation? A. EM: (Mx, My, M₂) + (150,0,0) × (0,0, −500) + (400,0,100) × (0,−2000,0) = 0 B. EM: (Mx, My, M₂) + (150,0,0) × (0,0,500) + (400,0,0) × (0,—2000,0) = 0 C. EM: (Mx, My, M₂) + (0,0, −500) × (150,0,0) + (0, −2000,0) × (400,0,100) = 0 D. EM: (Mx, My, M₂) + (0,0,500) × (150,0,0) + (0, −2000,0) × (400,0,0) = 0 5. Which of the following gives the moment reaction at the fixed support? A. (200,75,-800) Nm B. (-200,-75,800) Nm C. (0,75,-800) Nm D. (0, -75,800) Nm 500 N X
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