Minimum compressive strength in N/mm2 for H1 type mortar used for masonry is_______________?

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....

In the case of panel wall subjected to horizontal loads at right angles to the plane of the wall, with the mortar not leaner than Ml type, tensile stress in bending in the vertical direction may be allowed to the extent of _______________?

A. 0.4 kg/cm2 B. 0.7 kg/cm2 C. 1.0 kg/cm2 D. 1.2 kg/cm2...

Consider the following statements?

1. Masonry in rich cement mortar though having good strength with high shrinkage is much liable for surface cracks. 2. Lime mortar possesses poor workability and poor water retentivity and also suffers high shrinkage. 3. Masonry in lime mortar has better resistance against rain penetration and is less liable to crack when compared to masonry … Consider the following statements?Read More...

Assertion A : From consideration of structural soundness and economy of design, most codes control the maximum slenderness ratio of masonry walls and columns. Reason R : By controlling the maximum slenderness ratio, failure is by excessive stress and not by buckling.?

Select your answer according to codes given below. A. Both A and R are true and R is the correct explanation of A. B. Both A and R are true but R is not .the correct explanation of A. C. A is true but R is false. D. A is false but R is true....

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...