Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall. Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.

Related Mcqs:

For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than_________________?

A. 50 cm B. 60 cm C. 75 cm D. 100 cm...

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. the correct … Consider the following statements regarding bands to be provided for strengthening masonry work in masonry buildings constructed in zone III, IV and V?Read More...

Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have________________?

A. high shrinkage B. less strength C. both (A) and (B) D. none of above...

Where a structural component or a system is providing lateral support to five or more walls or columns, the lateral load to be resisted may be taken as_______________?

A. 4 percent B. 5 percent C. 6 percent D. 7 percent of the total vertical load on the most heavily loaded wall or column in the group....

If H is the height of wall between centers of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be________________?

A. 0.75 H B. 0.85 H C. 1.0 H D. 1.5 H...