how many cubic ft. for 50 kg ( 1 bag ) cement?
- 20 Answers
- 161630 Views
- ATS, I also Faced
- E-Mail Answers
Answer Posted / kalyan
1Cum = 35.32 Cft
1bag of cement = 0.0347 Cum
= 0.0347*35.32 Cft
50 Kg of Cement = 1.225 Cft
| Is This Answer Correct ? | 51 Yes | 12 No |
Post New Answer View All Answers
can u plz send me ntpc placement papers(civil engineering) at mohit_verma21@yahoo.com
HOw much % of premium on DSR-2013 currently
please send me bhel questions on rupesh.017@rediffmail.com
what is the difference between replacement of cement by groundnut shell ash
can any one give me sample question paper of BHEL at mdansari86@gmail.com as i m appearing for the same exam.
Can anybody explain with the help of sketeches that what are 2legged , four legged & 6legged stirrups and how to calculate cut length of diamond ring(stirrups)?
kindly mail me by attaching files , formats for quality checks of common building materials like cement , concrete , bricks , sand and aggregates plz send my email id- VMANDAL91@gmail.com
cud any one send me tech quest paper(civil engg) at tarizus@yahoo.com
minimum number of bars in a beam? minimum and maximum column size and beam size ? minimum and maximum aggregate size used in multistorey residential building for columns,beams,slabs?
Please tell me Detail cost of providing& laying nominal mix design 1:2.5:5,40mm nominal size.curing complete e/c cost of form work in foundation and plinth i/c carriage.
How much area, in square meters, will one liter of paint cover if it is brushed out to uniform thickness of 100 microns?
What is the strength of 1:6:12 mix?
pls mail some more tecnical qustions at msaranya2610@gmail.com
In how many types u can do POP on ceiling and walls(on which material or by using which material)? b) what is the difference between dry , oil bound, enamel, acrlyic type of painting? 2nd :- I have certain queries, please help to solve. a) length of pile bore is 4m.excavation quantity will be area * length where area will be pi/4 * dia*dia. Is this right? b) It is a single reamed pile of 300m dia and reamed dia is 750mm. can any body help me to calculate excavated quantity of this bulb(reamed section),, concrete quantity in bulb with showing the formulas to be used?
how to decide the mortar ratio 1:4,1:6 in masonry? same in plaster 1:3 and 1:4? which code or any document reference taken to define proportion?
