MCQOPTIONS
Bookmark
Saved Bookmarks
→
Civil Engineering
→
Hydraulics And Fluid Mechanics in Civil Engineering
→
Minimum compressive strength in N/mm² fo..
1.
Minimum compressive strength in N/mm² for H1 type mortar used for masonry is$
A.
3
B.
5
C.
7.5
D.
10
Answer» E.
Show Answer
Discussion
No Comment Found
Post Comment
Related MCQs
Water retentivity for brick masonry should not be less than%!
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%!
The mode of failure of a very short masonry member having h/t ratio of less than 4 is by%!
The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of%!
Consider the following statements:A high lime content in a composite cement-lime mortar results in1. Slow hardening.2. Quick setting.3. Weaker mortar.%!
Assertion A : For identical strength, a composite cement-lime mortar is preferred over cement mortar.Reason R : Composite cement-lime mortar has higher drying shrinkage than cement mortar.Select your answer based on the codes given below. Codes:%!
Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have%!
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:%!
*$_Water retentivity for brick masonry should not be less than?
*/*_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?
Reply to Comment
×
Name
*
Email
*
Comment
*
Submit Reply