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Problem 2. The beam is shown below. a. Sketch the qualitative influence lines for the support reaction at B and D, moment at D, shear and moment at B. Place all important ordinates and dimensions in the sketch. b. If the beam is loaded with uniform dead load 7 kN/m, uniform moving load of 13.75 kN/m and a concentrated live load of 108 kN, determine the maximum reaction at D, maximum shear at B, and maximum bending at B due to these loads? 2.5m 3.25 m 3m

Problem 2. The beam is shown below. a. Sketch the qualitative influence lines for the support reaction at B and D, moment at D, shear and moment at B. Place all important ordinates and dimensions in the sketch. b. If the beam is loaded with uniform dead load 7 kN/m, uniform moving load of 13.75 kN/m and a concentrated live load of 108 kN, determine the maximum reaction at D, maximum shear at B, and maximum bending at B due to these loads? 2.5m 3.25 m 3m

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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Express your intermediate answers with at least FOUR decimal places and simplify your FINAL answers up to TWO DECIMAL PLACES. BOX your FINAL ANSWERS

Problem 2. The beam is shown below. a. Sketch the qualitative influence lines for the support reaction at B and D, moment at D, shear and moment at B. Place all important ordinates and dimensions in the sketch. b. If the beam is loaded with uniform dead load 7 kN/m, uniform moving load of 13.75 kN/m and a concentrated live load of 108 kN, determine the maximum reaction at D, maximum shear at B, and maximum bending at B due to these loads? 2.5m 3.25 m 3m wwww.
Transcribed Image Text:Problem 2. The beam is shown below. a. Sketch the qualitative influence lines for the support reaction at B and D, moment at D, shear and moment at B. Place all important ordinates and dimensions in the sketch. b. If the beam is loaded with uniform dead load 7 kN/m, uniform moving load of 13.75 kN/m and a concentrated live load of 108 kN, determine the maximum reaction at D, maximum shear at B, and maximum bending at B due to these loads? 2.5m 3.25 m 3m wwww.
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