Q3) s) For a beam with a cross section of equilateral triangle of side length a = 20 mm, (a) draw the shear and moment diagrams and determine the maximum values of shear and moment throughout the beam. (b) Determine the maximum tensile and compressive bending stresses and the locations they occur. 150 N/m 10 N.m В C 0 00 '100 mm 200 mm 300 mm 80 N

Q3) s) For a beam with a cross section of equilateral triangle of side length a = 20 mm, (a) draw the shear and moment diagrams and determine the maximum values of shear and moment throughout the beam. (b) Determine the maximum tensile and compressive bending stresses and the locations they occur. 150 N/m 10 N.m В C 0 00 '100 mm 200 mm 300 mm 80 N

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.11.11P: The three beams shown have approximately the same cross-sectional area. Beam 1 is a W 14 X 82 with...

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