The design of shear connections depends upon the strength of:

1.	The design of shear connections depends upon the strength of:
A.	Ex situ cast concrete
B.	In situ cast concrete
C.	Tampered concrete
D.	Prestressed concrete
Answer» C. Tampered concrete

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Design ultimate horizontal shear stress with nominal links and the contact surface are as cast (assume τ = 1.2n/mm2)?
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The ties consisting of single bars and multiple leg stirrups should have a spacing not exceeding:
When ties are not provided the permissible values of the horizontal shear stress is:
The design of shear connections depends upon the strength of:

The design of shear connections depends upon the strength of:

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