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 A В C O 00 100 mm 200 mm 300 mm 80 N
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 A В C O 00 100 mm 200 mm 300 mm 80 N
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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