Tensile Members

Tensile members carry axial tensile forces. Design checks include yielding on the gross section and fracture on the net section, accounting for bolt holes and shear lag.

Governing FormulaP_n = F_y * A_g (yielding); P_n = F_u * A_e (fracture)

Knowledge Check

10 Questions

1.What is the primary purpose of tensile members?

2.Which practice improves reliability when analyzing tensile members?

3.What is a common engineering concern in tensile members?

4.Why are design codes used in tensile members?

5.What should be compared when validating a tensile members result?

6.What can happen when member sizes are poorly selected in tensile members?

7.Which engineering habit is important when documenting tensile members?

8.What does a higher slenderness ratio usually indicate in tensile members?

9.Why should physical engineering judgment still be applied to tensile members results?

10.Which factor can most directly affect the capacity of tensile members?