adspace
How to calculate the no of bags required for 12mm thick 1:6
plastering?
Answer Posted / santosh singh
THIS IS THE EXACT PROCEDURE ALL OF U
GIVEN THICKNESS OF PLASTER = 12MM = 12/1000 M = 0.012M
RATIO (1:6)
SINCE YOU HAVE NOT GIVEN ASSUME THAT 100 SQ.M OF PLASTER IS
DONE.
THUS VOLUME OF PLASTER = 100 X 0.012 =1.2 CUM
ADD 60 % FOR UNEVENESS OF PLASTER SURFACE AND VOIDS
TOTAL VOLUME OF PLASTER WORK = 1.2 + 60/100 X 1.2 =1.92 CUM
VOLUME OF CEMENT = 1.92 / (1+6)=0.274 CUM
NO. OF CEMENT BAGS =0.274/0.0347 =7.89 BAGS (NOTE VOLUME OF
50 KG CEMENT BAG IS - 0.0347 CUM)
VOLUME OF SAND = 0.274 X 6= 1.644 CUM
| Is This Answer Correct ? | 219 Yes | 44 No |
Post New Answer View All Answers
can you please tell me what the current rate of construction material and different construction labourers charge in bangalore ???
Sir, Iam Applied in rrb for the posts of Junior Engineer.I want to know about the or question previews to study well.Pl send it to shukla_varun1985@yahoo.com.
Anyone have sample questions for bhel interview.please send me as Iam appearing for the interview on 19th sep2008. Kindly send this to my e-mail: arun_prasath_n@yahoo.co.in
cud any one send me tech quest paper(civil engg) at tarizus@yahoo.com
plz.show development and anchorage length in simple diagram.
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?
While calculating the weight of the steel per running meter, the formula used is [(dxd)/162]. Why 162 is used in denominator & how it is derived?
can any one give me sample question paper of BHEL at mdansari86@gmail.com as i m appearing for the same exam.
pls send me interview question paper with answer of EIL/AAI/UPSC/RPSC because i am doing prepration of compitation exam of UPSC for the Asst. Executive Engineer
PLS.......... ANY ONE CAN FORWARD ME PREVIOUS QUESTION PAPER hpcl civil engg
manhole chamber having height of 2300 mm and thickness of brickwork is 230 mm and dia of opening covering is 560 mm and bottom length vertical is 1500 mm (1:4) brick masonry and plaster 12 mm on both sides..how to estimate the no bricks used with mortar cement bags and sand for total chamber including plaster.
what is the difference between replacement of cement by groundnut shell ash
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?
Why do you want to work here
please send me bhel questions on rupesh.017@rediffmail.com