(a) The mean ultimate tensile strength of a steel is 1500 MPa. What value should be used if the design calls tor a reliability of 99%. (b) Calculat the factor of safety against quasi-static failure at a point in a structure where there is a 2-D state of plane stess with Oxx=-35 ksi, ayy= 10 ksi and Ty 0 ksi. The material is class 30 grey cast iron with Sut = 32ksi ; Suc = -109ksi.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
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Please answer in details with showing the formulas. Make sure it is no handwriting i need it typed in computer please
(a) The mean ultimate tensile strength of a steel is 1500 MPa. What value should be used if
the design calls tor a reliability of 99%.
(b) Calculat the factor of safety against quasi-static failure at a point in a structure where there is a 2-D state
of plane stess with ox*= -35 ksi, o yy = 10 ksi and txy 0 ksi. The material is class 30 grey cast iron with
Sut = 32ksi; Suc= -109ksi.
Page 1 of 1
Transcribed Image Text:(a) The mean ultimate tensile strength of a steel is 1500 MPa. What value should be used if the design calls tor a reliability of 99%. (b) Calculat the factor of safety against quasi-static failure at a point in a structure where there is a 2-D state of plane stess with ox*= -35 ksi, o yy = 10 ksi and txy 0 ksi. The material is class 30 grey cast iron with Sut = 32ksi; Suc= -109ksi. Page 1 of 1
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