in M-20 Grade of concrete what do u mean by (M)
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Answer Posted / revathi.s
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How much quantity of rod binding work by a rod binder per day
why is M25 and Fe 500 assumed to be most economical? i feel it is not.This is because higher grade of concrete and steel has higher lapping length and anchorage length compared to lower grades..
can any one tell me in detail footing estimation .. i am new here in dubai so facing lots of problem...
2. In a container filled with each of the following materials, at a porosity of 40%, determine the upward gradient required to cause the quick condition (a) Lead shot with a G = 13.75; (b) Fibre beads with G = 2.15; (c) Sand with a G = 2.32
As we know that steel is a tension member but why we are using STRUCTURE STEEL as a COLUMN (Without concrete) where column is a compression member and compression strength of steel is very low
I want to know about rolling margin of steel :- For eg. If 2nos. bundle of 8mm dia steel with17 rods each of length 12m comes to store. During testing of 1m rod of each bundle it was found that 1rod has weight .405kg/m while other has .385kg/m. Now what will happen in case of steel payment and measurement payment ? Regards,
for a column of size 400*230mm column reinforcement= 8-20x(cant write the symbol,i hope u guys undersstand,something like (fi) column stirups=8x@(4l) 230c/c 1)what does these mean 2)how to calculate quantity of steel for this column(ceiling height 11 ft)
Define What is diversion tunnel in a dam?
Dear Sir I Mahesh C. Bhamre have already given a Exam for Superintendent Officer / Public relation Officer Exam Dharmday Aaukta held at Nashik on Date 29/08/2010. My seat no was 5040247. and my cell no is 9822677994. and my mail Id is - mahesh.bhamre@rediffmail.com So can you pl send me details of result of respective exams. Thanking you in Anticipation.
how many litres of enamel paint required for 5000 sft of site??
What is change order request?
when reinforcement binding completed if there is more cover than the required what is the solution to reduce the cover?
How do you compute moisture correction using the parameters gathered from Nuclear Density Gauge Apparatus and the moisture contents results from the lab.?
How should we design a brick column and footing?(note: no reiforcement to be provided) Can you tell me any reference book where i could possibly find this design? Plz help urgently
what is the maximum number of course that can be laid according to IS code and the max height.
