Plastering with cm 1:5 mix( one cement and five sand )
to 12 mm thick. How much Bag of Cement (50 Kg) and Sand (Cum)
Answers were Sorted based on User's Feedback
Answer / p. jairaj
Plastering in cm 1:5
1 part - cement
5 part - sand
total - 1+5 = 6 part.
Thickness of plastering - 12mm
Volume of mortar required for 1sqm
vol of mortar = 1.0 x 1.0 x 0.012 = 0.012cum.
volume of dry mortar of 1cum of wet mortar = 1.57cum
vol of dry mortar = 1.57x0.012cum = 0.01884cum.
vol of cement = 0.01884 ( 1/6) = 0.00314cum
Qty of cement in kg = 0.00314cum x 1440kg/cum = 4.5216kg
qty of cement in bags = 4.5215/50 = 0.0904 bags
qty of sand = 0.01884cum ( 5/6)= 0.0157cum.
| Is This Answer Correct ? | 11 Yes | 0 No |
Answer / bhupendra singh panwar
ratio-1:5 12mm thickness take 1 sqm
0.012 x 1= 0.012
30% increase by mortar for fill up joit uneven surface of wall
0.012 X 0.30 =0.0036+0.0012=0.0156
increase of 25% dry volume
0.0156 X 0.25=0.0039+0.0156=0.0195/1+5=0.00325
cement= .0975 beg
sand =0.0162 cum
| Is This Answer Correct ? | 2 Yes | 0 No |
Answer / gyana prakash
taking 100 m2 wall plastering will be 2 cubic meter . hence
amount of sand = 2*5/6=1.67 m*3 and cement = 2/6=0.33 m*3 =9.5 bags
| Is This Answer Correct ? | 6 Yes | 7 No |
Answer / pintu
How many area required??? If 1 sqm. Then 1*1*0.012= 0.012 cum 0.012/6 =0.002 , 0.002*30=0.06 paket. 0.06*50=3kg
| Is This Answer Correct ? | 0 Yes | 4 No |
how many minimum admixtures are used in water froofing structures
What is the benefit of making a cantiliver proped.?
7 Answers CCCL, Engineers India Limited,
What are the uses of groynes?
Which type of question ask for written test for civil diploma trainee
what is the ratio of steel and concrete to use in slabs , beams, columns ?
In jack arch floor, the rise is kept?
Why we stop the concrete in 1/3 rd of span length
best hand book for civil engineers with practical criteria
For fine aggregate which is most suitable River sand or crusher sand & why ?
In 120 m high RCC Chimney shell construction how we can calculate the inner and outer dia of shell at every +1 m level as this shell is inclined from bottom to top.
what is the load acting on the sides of the water tank
fluid flow takes place due to its:- viscosity,comprssibility,surface tension,deformation undershear force
Civil Engineering (5086)
Mechanical Engineering (4456)
Electrical Engineering (16639)
Electronics Communications (3918)
Chemical Engineering (1095)
Aeronautical Engineering (239)
Bio Engineering (96)
Metallurgy (361)
Industrial Engineering (259)
Instrumentation (3014)
Automobile Engineering (332)
Mechatronics Engineering (97)
Marine Engineering (124)
Power Plant Engineering (172)
Textile Engineering (575)
Production Engineering (25)
Satellite Systems Engineering (106)
Engineering AllOther (1379)