How many number of bricks required for 1 cum & how much mortar
quantity require for 1 cum
Answer Posted / rahul
127/125 kya hai ye kaha se aya
| Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
Define What is Civil Engineering?
if size is 235cmsx15cmx100cms so how many cement bags and how many sand bags are used for concrete mix
Did any of the egyptian pyramids ever fall down?
find the discharge of water through a horizental venturimeter having 400mm dia at the inlet main and 150mm dia at thorat.if the diffrential gauge between inlet and thorat shows a pressure head of 25cm mercury. assume coefficient discharge 0.98 and specfic gravity of mercury as 13.6.
What are the applications of cad?
How can calculate the requirement of steel bars of rcc slab for 1100 sq ft?
What are the points to be considered for calculating cement reconciliation. a)Do we need to deduct the wt of cement bags b)Do we need to adjust the qty due to wt loss during transportation, loading unloading etc or else each bag can be considered as 50 kg bag c)What is the proportion of mix cover block making.
how to calculate the length diamond shaped striupps in column
how i can tak Quantity of mortar in block work
what is the difference between tsp & tower
How to calculate Cement in bags ,sand in sqft and aggregate in sqft for 1cum M25 grade concrete
5. Two long boundary walls run parallel to each other at a center to center distance of 1 meter apart. The width and height of the first wall are 0.30 m and 2.5m respectively. While those of the second are respectively 0.18m and 3.5m. Plot the distribution of vertical stress intensity due to walls on a horizontal plane, 1m below ground level. The walls have negligible depth of foundation and are made of brick masonry (y = 19.2 kN/m cu)
how to calculate reinforcment in staircase cranked beam?
In a beam,stirrups are placed closely at ends than at centre due to shear.similarly where would ties be closer to each other-at center or at ends in a column and slab.
Calculate the maximum allowable speed on a horizontal curve of radius 350m if the maximum allowable values of the lateral coefficient of friction are 0.14 and the rate of superelevation is 0.08.