Interested to Buy Any Domain ? << Click Here >> for more details...
WHICH BOOKS ARE AVAILABLE FOR CIVIL MPSC
- 2 Answers
- 30107 Views
- BMC, L&T, I also Faced
- E-Mail Answers
Answer Posted / maddhav khoje
mpsc engineering solved problem mpsc civil by Nighot, mpsc
civil by jiger nirali publication,mpsc paper 1,2,3 by pawar
sule
| Is This Answer Correct ? | 124 Yes | 11 No |
Post New Answer View All Answers
What is min thickness,min grade of conc & age of PQC ?
What is high adherence steel bar? I have a general specification which refers to High Adherence steel bars, coils and meshes to BS EN 10080 and BS 4449 or BS 4483. Is this just general re-bar or is there something different about it? The spec originated in France.
Which are the top apps for you civil engineering?
What is the difference between tor steel and tmt steel?
Required concret Surface Temperature prior to coating of epoxy pain with references ASTM or ACI whatever
give me the rate analysis for Bituminous Macadam and SDBC
difference between fc and fc'?
I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.
how to calculate rate analysys of 1:6 plastering 10 sq m
What you understand by building codes?
what is total volume of ingredients used in concrete accordingly
What quantity of 1.0 m3 bricks required?
how to calculate cost of raw materials of a building for 1000 sqft & also consolidated cost of labour in a 1000 sqft building
what quantities of work done in terms of sq.mts/day/ of 8hrs for each varpenter (shuttering) and Steel fitter in terms of Tonnes. For slabs, Columns etc.?
in a corner footing of a building, column lies in one corner. in this condition i want to know if the reactive pressure of soil will be uniformly distributed throughout the footing or will be uniformly varying as in the case of eccentrical loading.
