(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 ơxx=-35 ksi, oyy = 10 ksi and Tyy 0 ksi. The material is class 30 grey cast iron with Sut = 32ksi ; Suc =-109ksi.
(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 ơxx=-35 ksi, oyy = 10 ksi and Tyy 0 ksi. The material is class 30 grey cast iron with Sut = 32ksi ; Suc =-109ksi.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 xx-35 ksi, oyy 10 ksi and Ty 0 ksi. The material is class 30 grey cast iron with
Sut
i% 32ksi; Suc -i09ksi.
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