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A beam has a moment of inertia 500 x 10 mm* and a length of 8r and is able to carry a 90 kN load at i nidspan, and a uniformly distribute pad of 10 kN/m along 3 meters fro A. If the beam is simply supported: 10 kN/m 90 kN C

A beam has a moment of inertia 500 x 10 mm* and a length of 8r and is able to carry a 90 kN load at i nidspan, and a uniformly distribute pad of 10 kN/m along 3 meters fro A. If the beam is simply supported: 10 kN/m 90 kN C

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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SITUATION I: A beam has a moment of inertia of 500 x 10° mm* and a length of 8m, and is able to carry a 90 kN load at its midspan, and a uniformly distributed load of 10 kN/m along 3 meters from A. If the beam is simply supported: 10 kN/m 90 kN 3 т 1 m 4 m 1. Compute the reaction at A. b. 69.375 kN d. 65.525 kN a. 62.525 kN c. 64.225 kN 2. Compute the reaction at D. a. 52.525 kN b. 59.375 kN c. 50.625 kN d. 55.525 kN 3. Compute the deflection at the midspan. 12475 a. 16E! 3295 С. 16E1 4995 b. 16E! 4195 d. 16E! 4. Compute for the slope near the support where the uniform load is placed. 12915 a. 16E1 4205 C. 64E! 22115 b. 16E! 49955 d. 16E1
Transcribed Image Text:SITUATION I: A beam has a moment of inertia of 500 x 10° mm* and a length of 8m, and is able to carry a 90 kN load at its midspan, and a uniformly distributed load of 10 kN/m along 3 meters from A. If the beam is simply supported: 10 kN/m 90 kN 3 т 1 m 4 m 1. Compute the reaction at A. b. 69.375 kN d. 65.525 kN a. 62.525 kN c. 64.225 kN 2. Compute the reaction at D. a. 52.525 kN b. 59.375 kN c. 50.625 kN d. 55.525 kN 3. Compute the deflection at the midspan. 12475 a. 16E! 3295 С. 16E1 4995 b. 16E! 4195 d. 16E! 4. Compute for the slope near the support where the uniform load is placed. 12915 a. 16E1 4205 C. 64E! 22115 b. 16E! 49955 d. 16E1
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