Problem
A. How do you feel about the stress reversal occurance's subjection to value 180 for maximum effective slenderness?
B. How do you feel about the tension member ratio of slenderness?
C. The tensile strength of a tensile member by design is?
D. What is the relationship between the block shear strength, shear yield, and tension fracture?
E. Provide a formula for the net section rupture based on the design strength of the tension correspondence member.
F. Display the equation that connects the holes from the gross area. The term "true stress strain curve" also refers to it.
G. Describe the offset load for the yield point of high-strength steel.
H. State the claim; There is no post-ultimate strain softening in the engineering stress strain curve, unlike the true stress strain curve.
I. How can the engineering stress strain curve cause dimensions to change continuously as the load increases?