The average permissible stress in bond for plain bars in tension is_______________?

Related Mcqs:

According to IS : 456 -1978, the modulus of elasticity of concrete Ec (in N/mm2) can be taken as______________?

A. Ec = = 5700 B. Ec = = 570 C. Ec = = 5700fck D. Ec = where fck N/mm2 = 700 is the characteristic strength in...

Diagonal tension in a beam______________?

A. is maximum at neutral axis B. decreases below the neutral axis and increases above the neutral axis C. increases below the neutral axis and decreases above the neutral axis D. remains same...

The slab is designed as one way if the ratio of long span to short span is_____________?

A. less than 1 B. between 1 and 1.5 C. between 1.5 and 2 D. greater than 2...

Modulus of elasticity of steel as per IS : 456-1978 shall be taken as______________?

A. 20 kN/cm2 B. 200 kN/cm2 C. 200kN/mm2 D. 2xl06N/cm2...

As per Whitney’s theory, the maximum moment of resistance of the balanced section of a beam of width b and effective depth d is given by_______________?

A. ^acybd2 B. ^acybd2 C. 0.185acybd2 D. 0.43acybd2 where acy is the cylinder compressive strength of concrete...