Can the block shear failure be described as the member failing along a path involving tension on one plane and shear on perpendicular plane along fasteners? 3. Describe the concept of the stress concentration factor. 4. Describe the significance of the increase in failure for the shear block possibility. The tractable pressure contiguous opening will be ? 5. Explain how the section rupture failure affects the ross section's reach to ultimate stress. 6. Explain how you understand the connection between the longitudinal direction and the tension member without bolt holes. 7. Provide a proposal for the displacement tension criteria and formula. The slenderness ratio limits are not, are they? 9. For members who are always in a state of tension, what is the maximum effective slenderness ratio? 10. Describe the maximum effective slenderness ratio for the bracing member using figure 350.