Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 10 3 7.5 5 TRUE ANSWER : ? YOUR ANSWER : ?
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: Both A and R is true and R is the correct explanation of A A is true but R is false Both A and R is true but R is not the correct explanation of A A is false but R is true TRUE ANSWER : ? YOUR ANSWER : ?
The mode of failure of a very short masonry member having h/t ratio of less than 4 is by Any of the above Shear Buckling Vertical tensile splitting TRUE ANSWER : ? YOUR ANSWER : ?
The timber floor not spanning on the masonry wall but properly anchored to the wall gives Lateral restraint but not rotational restraint Neither lateral nor rotational restraint Rotational restraint but not lateral restraint Both lateral and rotational restraints TRUE ANSWER : ? YOUR ANSWER : ?
If the horizontal cross-sectional area of a wall is 1200 cm², then the basic stress shall be multiplied by a reduction factor equal to 0.95 0.6 0.85 0.75 TRUE ANSWER : ? YOUR ANSWER : ?
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 0.7 kg/cm² 1.2 kg/cm² 1.0 kg/cm² 0.4 kg/cm² TRUE ANSWER : ? YOUR ANSWER : ?
Assertion A : Lime based mortars give higher ratio of brickwork strength to mortar strength as compared to non-lime mortar.Reason R : Lime based mortars have lower bond strength as compared to non-lime mortars.Select your answer according to the codes given below: Both A and R is true and R is the correct explanation of A A is true but R is false A is false but R is true Both A and R is true but R is not the correct explanation of A TRUE ANSWER : ? YOUR ANSWER : ?
Consider the following statements:<br/>1. Masonry in rich cement mortar though having good strength with high shrinkage is much liable for surface cracks.<br/>2. Lime mortar possesses poor workability and poor water retentivity and also suffers high shrinkage.<br/>3. Masonry in lime mortar has better resistance against rain penetration and is less liable to crack when compared to masonry in cement mortar.<br/>Which of these statements are correct? 1 and 3 1 and 2 2 and 3 1, 2 and 3 TRUE ANSWER : ? YOUR ANSWER : ?
The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is Less than or equal to 1/12 Less than or equal to 1/24 Less than or equal to 1/6 More than 1/24 TRUE ANSWER : ? YOUR ANSWER : ?
Consider the following statements: The use of relatively weak mortar<br/>1. Will accommodate movements due to loads and, cracking if any, and will be distributed as thin hair cracks which are less noticeable or harmful.<br/>2. Will result in reduction of stresses due to differential expansion of masonry units. 1 alone is correct 2 alone is correct Neither 1 nor 2 is correct Both 1 and 2 are correct TRUE ANSWER : ? YOUR ANSWER : ?