Q7. | IS : 1343-1980 limits the minimum characteristic strength of prestressed concrete for post tensioned works and pretension works as: |
Q8. | The partial factor of safety for concrete as per IS :456-2000 is : |
Q9. | Lateral ties RC column are provided to resist : |
Q10. | For maximum sagging bending moments in a given of a multiple span beam: |
Q11. | In post-tension prestressed concrete beam, the end block zone is the between the end of the beam and the section where : |
Q12. | According to Whitnery's theory, the maximum depth of concrete stress block in a balanced RCC beam section of depth 'd' is : |