Explanation: The various codes recommend empirical relations to estim – McqOptions

MCQOPTIONS

1.	Explanation: The various codes recommend empirical relations to estimate the ultimate shear resistance of the section by considering the flexure shear and web shear cracking
A.	steel and concrete
B.	steel and water
C.	steel and aggregates
D.	steel and plastic
Answer» B. steel and water

Discussion

No Comment Found

Related MCQs

The ends of shall be properly anchored.
Poisson’s ratio of steel is
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 formula d=a×√(3q)/m is used to calculate
stairs are a variation of L shaped stairs.
What will be the shape of footing if a=0, is substituted in the pressure intensity equation “q2 = a. qs”?
In system, air relief valves are not required.
Design ultimate horizontal shear stress with nominal links and the contact surface are as cast (assume τ = 1.2n/mm2)?
For a rectangular combined footing, x̅ is given as
Varignon’s theorem is called as