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 thecompressive ultimate strength is 110 kpsi.SukA- Analyze the stress situation in the small diameter at the shoulder at A (determine the maximumnormal and shear stresses) considering the stress concentration at point A.B- Find the factor of safety based on Coulomb Mohr failure model R CM)63SueSut32 C14)16U5)71Fig.3S063.6+5821.6

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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. 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 BCM ) 63 Suc Sut 32 C14) Lxz 165) Fig.3 S063.6+5821.6

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. 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 BCM ) 63 Suc Sut 32 C14) Lxz 165) Fig.3 S063.6+5821.6

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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