The ties consisting of single bars and multiple leg stirrups should have a spacing not exceeding ____________

The ties consisting of single bars and multiple leg stirrups should h

1.	The ties consisting of single bars and multiple leg stirrups should have a spacing not exceeding ____________
A.	600mm
B.	400mm
C.	1100mm
D.	900mm
Answer» B. 400mm

Discussion

No Comment Found

Related MCQs

Design ultimate horizontal shear stress with nominal links and the contact surface are as cast (assume τ = 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 2487×105mm4, calculate ultimate shearing resistance?
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 ____________
The effective bonding between the two parts of composite beams is developed by _______________
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 ties consisting of single bars and multiple leg stirrups should have a spacing not exceeding ____________

Discussion

No Comment Found

Related MCQs

Reply to Comment