The effective bonding between the two parts of composite beams is deve

1.	The effective bonding between the two parts of composite beams is developed by:
A.	Smoothing
B.	Roughening
C.	Painting
D.	Detacahing
Answer» C. Painting

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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 ____________
The design of shear connections depends upon the strength of ____________
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Design ultimate horizontal shear stress with nominal links and the contact surface are as cast (assume ‚âà√¨‚àö√´ = 1.2n/mm2)?$
If the surface is rough tamped and without links to withstand a horizontal shear stress of 0.6n/mm2 and assuming the moduli of elasticity of precast and insitu cast concrete to be equal the centroid of the composite section is located 110mm from the top of the slab, second moment area of composite section is 2487‚Äö√†√∂‚àö‚â•105mm4, calculate ultimate shearing resistance?$
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 effective bonding between the two parts of composite beams is developed by:

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