2. The W360 79 rolled-steel beam AC is simply supported and carries the uniformly distributed...
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2. The W360 × 79 rolled-steel beam AC is simply supported and carries the uniformly distributed load shown. a) draw the shear and bending-moment diagrams for the beam, (25 Puan) b) determine the location of the maximum normal stress due to bending. (15 Puan) c) determine the magnitude of the maximum normal stress due to bending. (15 Puan) Not = Take the elastic section modulus S=1270 x 10³ mm³. 40 kN/m 4m 2m 2. The W360 × 79 rolled-steel beam AC is simply supported and carries the uniformly distributed load shown. a) draw the shear and bending-moment diagrams for the beam, (25 Puan) b) determine the location of the maximum normal stress due to bending. (15 Puan) c) determine the magnitude of the maximum normal stress due to bending. (15 Puan) Not = Take the elastic section modulus S=1270 x 10³ mm³. 40 kN/m 4m 2m
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Related Book For
A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
Posted Date:
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