in 1 cub/mt how much brick will come of 4" & 6"

Answers were Sorted based on User's Feedback

in 1 cub/mt how much brick will come of 4" & 6"..

in 1 cub/mt 4" brick (Without Mortar) will be = 650 nos
Brick size (Without Mortar) .22 * .07 *.1
Vol(Without Mortar)=.00154 M3
No of 4" bricks=1/.00154= 650No's

in 1 cub/mt 4" brick (With Mortar) will be = 525 nos
Brick size (With Mortar) .23 * .08 *.1
Vol(With Mortar)=.001902 M3
No of 4" bricks=1/.001902 = 525 0No's

in 1 cub/mt 6" brick (Without Mortar) will be = 303 nos
Brick size (Without Mortar) .22 * .15 *.1
Vol(Without Mortar)=.0033 M3
No of 6" bricks=1/.0033= 303No's

in 1 cub/mt 6" brick (With Mortar) will be =256 nos
Brick size (With Mortar) .23 * .15 *.11
Vol(With Mortar)=.003898 M3
No of 6" bricks=1/.003898= 256No's

 Is This Answer Correct ? 3 Yes 0 No

in 1 cub/mt how much brick will come of 4" & 6"..

Its depends on Bond type,Morter thickness,Thickness of wall,
It will little difference between above conditions.
(6"-370nos & 4"-445nos)

 Is This Answer Correct ? 3 Yes 4 No

in 1 cub/mt how much brick will come of 4" & 6"..

in 1 cub/mt 4" brick will be 269nos & 6" will be 538nos

 Is This Answer Correct ? 7 Yes 11 No

More Civil Engineering Interview Questions

I want to know the relevant IS codes of practice which deals with different testings of cement-sand mortar (nominal mix)that is being normally used for brick work or plaster work in the construction work.

what is the minimum % of steel use in columns ?

how to calculate estimation for puttey... give me an example

what is pile foundation?

how to calculate rate analysis for column shuttering

What is change order request?

How calculate the Paint quantity for a wall?

Fly ash is residue generate from??

convert 1 guntha = how many wars or 1 war = how many gunthas

how the find the quantity of water used to make 1 cubic meter concrete mortor

I have a slab of 20cm thickness of 20m by 4m in wich we are installing 15 tons electric panels , and we have put 4 H-shaped columns under the slab but we have done many cores in the slab which seems very normal , can you help me by telling me how to calculate the bearing capacity of the slab or give me an idea if i should increase more columns Note: load distribution area 12*1.5 m2

which type of test carrying on the cement & why

Categories
• Civil Engineering (5068)
• Mechanical Engineering (4436)
• Electrical Engineering (16570)
• Electronics Communications (3914)
• Chemical Engineering (1091)
• Aeronautical Engineering (214)
• Bio Engineering (96)
• Metallurgy (361)
• Industrial Engineering (258)
• Instrumentation (2983)
• Automobile Engineering (332)
• Mechatronics Engineering (96)
• Marine Engineering (122)
• Power Plant Engineering (170)
• Textile Engineering (575)
• Production Engineering (0)
• Satellite Systems Engineering (106)
• Engineering AllOther (1376)