Structural Steel Design (6th Edition)
Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Chapter 6, Problem 6.3PFS
To determine

The selection of the lightest available W10 section using LRFD and ASD methods by trial and error procedure.

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10 mm | | | | 10 mm 50 mm ارت - 50 mm 10 mm 20 kN B 150 mm 910 mm 10 kN D ------- 150 mm Two vertical forces are applied to a am of the cross section sh vn. Determine the maximum tensile and compressive stresses in portion BC of the beam.Show your complete solution and box your answer.
Q3: The cantilevered bar in the Fig 3 is made from a cast iron material and is statically loaded with Fy - 250 Ibf and Fx= Fz-0. if the material is cast iron, the tensile ultimate strength is 32 kpsi and the compressive ultimate strength is 110 kpsi. Suk A- Analyze the stress situation in the small diameter at the shoulder at A (determine the maximum normal and shear stresses) considering the stress concentration at point A. B- Find the factor of safety based on Coulomb Mohr failure model R CM) 63 Sue Sut 32 C14) 16U5) 71 Fig.3 S063.6+5821.6
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