The design strength of a tension member is governed by:
1. Rupture at a critical section
2. Yielding of gross area
3. Block shear of end region
1
1 only
2
2 only
3
3 only
4
1, 2 and 3
The design strength of a tension member is governed by:
1. Rupture at a critical section
2. Yielding of gross area
3. Block shear of end region