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Problem: With the loaded beam as shown below with its cross-section, 10mm 200mm 3m 1m 10mm 20 kN/m 10 kN 20mm 40 kN 10mm 10mm 100mm a. Determine the reactions at the fixed support. b. Locate the centroid of the cross-section and determine its moments of inertia (about the strong axis & the weak axis). c. Draw the shear and moment diagrams, and sketch the elastic curve. Locate the points of zero shear and zero moments, if possible. d. Compute the maximum flexural stress. e. Calculate the maximum horizontal shearing stress.

Problem: With the loaded beam as shown below with its cross-section, 10mm 200mm 3m 1m 10mm 20 kN/m 10 kN 20mm 40 kN 10mm 10mm 100mm a. Determine the reactions at the fixed support. b. Locate the centroid of the cross-section and determine its moments of inertia (about the strong axis & the weak axis). c. Draw the shear and moment diagrams, and sketch the elastic curve. Locate the points of zero shear and zero moments, if possible. d. Compute the maximum flexural stress. e. Calculate the maximum horizontal shearing stress.

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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Problem: With the loaded beam as shown below with its cross-section, nts 10mm 200mm 3m 1m 10mm 20 kN/m 10 kN 20mm B 40 kN 10mm 10mm 100mm a. Determine the reactions at the fixed support. b. Locate the centroid of the cross-section and determine its moments of inertia (about the strong axis & the weak axis). c. Draw the shear and moment diagrams, and sketch the elastic curve. Locate the points of zero shear and zero moments, if possible. d. Compute the maximum flexural stress. e. Calculate the maximum horizontal shearing stress. 400mm
Transcribed Image Text:Problem: With the loaded beam as shown below with its cross-section, nts 10mm 200mm 3m 1m 10mm 20 kN/m 10 kN 20mm B 40 kN 10mm 10mm 100mm a. Determine the reactions at the fixed support. b. Locate the centroid of the cross-section and determine its moments of inertia (about the strong axis & the weak axis). c. Draw the shear and moment diagrams, and sketch the elastic curve. Locate the points of zero shear and zero moments, if possible. d. Compute the maximum flexural stress. e. Calculate the maximum horizontal shearing stress. 400mm
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