Allowable stress in the design of a tension member in a

Allowable stress in the design of a tension member in a steel truss is a function of

1. Cross-sectional area of the member
2. Yield stress of the material
3. Slenderness ratio of the member
4. Moment of inertia of the member's cross section

Allowable stress in the design of a tension member in a steel truss is a function of Cross sectional area of the member.