Assertion A : For eccentricity ratio exceeding 1/6, effective thickness of masonry will get reduced. Reason R : For eccentricity ratio exceeding 1/6, there will be tension on one side of the member?

Related Mcqs:

The effective height of free standing nonload bearing wall and column respectively will be_________________?

A. 1.OH and 1.OH B. 1.5Handl.5H C. 2.0Handl.5H D. 2.0H and 2.0H where H is the height of wall or column between centers of supports....

For masonry built in 1:1:6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is_______________?

A. 0.15 MPa B. 0.125 MPa C. 0.1 MPa D. 0.075 MPa...

Cement mortars richer than 1 : 3 are not used in masonry because_________________?

i) there is no gain in strength of masonry ii) there is high shrinkage iii) they are prone to segregation select the correct statements? A. Only (ii) is correct B. (i) and (ii) are correct C. (ii) and (iii) are correct D. (i), (ii) and (iii) are correct...

Full restraint is provided by__________________?

i) foundation footing of a wall ii) timber floor spanning on the wall and anchored to the wall iii) RCC slab with a minimum bearing of 10 cm on the wall select the correct statment. A. (i) and (iii) are correct B. (i) and (ii) are correct C. (ii) and (iii) are correct D. (i), … Full restraint is provided by__________________?Read More...

The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is_________________?

A. less than or equal to 1/24 B. less than or equal to 1/6 C. more than 1/24 D. less than or equal to 1/12...