Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 10 cm 30 cm 20 cm 15 cm TRUE ANSWER : ? YOUR ANSWER : ?
If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be 1 Greater than 1 Between 0 and 1 TRUE ANSWER : ? YOUR ANSWER : ?
For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than 50 cm 100 cm 75 cm 60 cm TRUE ANSWER : ? YOUR ANSWER : ?
Assertion A : For eccentricity ratio exceeding 1/6, effective thickness of masonry will get reduced.<br/>Reason R : For eccentricity ratio exceeding 1/6, there will be tension on one side of the member.<br/>Select your answer according to the codes give below: A is false but R is true Both A and R is true and R is the correct explanation of A Both A and R is true and R is not the correct explanation of A A is true but R is false TRUE ANSWER : ? YOUR ANSWER : ?
Consider the following statements regarding bands to be provided for strengthening masonry work in masonry buildings constructed in zone III, IV and V. (i) Lintel band is provided at lintel level on partition walls, (ii) Gable band is provided at top of gable masonry below the purlins, (iii) The bands shall be to full width of the wall and not less than 7.5 cm in depth, (iv) The bands shall be made of reinforced concrete only.of these statements, the correct statements are (ii) and (iv) (i) and (iii) (i) and (ii) (ii) and (iii) TRUE ANSWER : ? YOUR ANSWER : ?
The timber floor not spanning on the masonry wall but properly anchored to the wall gives Neither lateral nor rotational restraint Lateral restraint but not rotational restraint Both lateral and rotational restraints Rotational restraint but not lateral restraint TRUE ANSWER : ? YOUR ANSWER : ?
In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as Two-third of the sum of thickness of both the leaves Actual thickness of the stronger leaf Larger of (B) and (C) Sum of thickness of both leaves TRUE ANSWER : ? YOUR ANSWER : ?
A 200 mm thick brick masonry wall made of modular bricks carries an axial load of 30 kN/m from wall above and an eccentric load of 20 kN/m from RCC floor acting at a distance of 47.5 mm from the centre line of the wall. The resultant eccentricity ratio is 0.095 0.09 0.105 0.1 TRUE ANSWER : ? YOUR ANSWER : ?
Consider the following statements regarding provision of chases in masonry,<br/>(i) No chase should be permitted in a half brick load-bearing wall,<br/>(ii) Vertical chases should not be closer than 2 m in any stretch of a wall,<br/>(iii) Chases should be provided near to bearings of beams and lintels. (i) and (iii) are correct (ii) and (iii) are correct (i), (ii) and (iii) are correct (i) and (ii) are correct TRUE ANSWER : ? YOUR ANSWER : ?
Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have High shrinkage Both (A) and (B) Less strength None of above TRUE ANSWER : ? YOUR ANSWER : ?