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I HAVE APPLIED FOR 20TH UES ARMY. I WANTED TO KNOW WHEN WILL I RECEIVE CALL LETTER FOR THE SAME.
2461How to evaluate the elastic modulus of soil from the plate load test result? for example ..one of test results are here Max. settement =4.56mm(at 900kPa) Residual settlement = 4.02mm Maximum pressure on soil 900kpa Soil bearing capacity 300kpa Plate diameter=300mm Thickness =25mm Soil description =Grey, clayey silty SAND with gravels and rock fragments
1 10106how many no of light weight solid blocks of size 600x200x200mm required for 1cum of block work
4 9637WHAT IS THE % OF CONCRETE WASTAGES PERMITED IN A LARGE PROJECT ? AND WHICH IS CODE TO BE REFERED.
L&T,
2080actually dia of the bar reduce asper drawing spacing also decrease that time so how to calculate the spacing of with respect to changed bar dia?
L&T,
2139actually dia of the bar reduce asper drawing spacing also decrease that time so how to calculate the spacing of with respect to changed bar dia?
4 10859If in a structure, e.g, 20mm steel bar is not available and we use 16mm steel bar instead of 20mm bar, how can we calculate the no. of steel bars for 16mm diameter bar?
5 33785Post New Civil Engineering Questions
what is the procedure of wet seiving. n percentage of silt in different type of soil?
How do you change a dimension value in solidsworks?
What is the per cu. mt. price of ready mix in Gujarat region.?
16 questions out of 55 were from the book GUPTA N GUPTA OBJECTIVE of civil engineering. Total ques were 4 ques from hydraullics, 7 from BMC, 4 FROM SOM, 4 from soil mechanics, 6 from transportation, 5 from engineering drawing.
What is the frequency of sampling for the materials of cement,Fine aggregate, Coarse aggregate .and refer which code
How to convert 20 dia bar to 16 dia bar in beam without reducing the steel weight
What are the RISKS during the project construction?
If a slab concrete is placed with M-20 grade concrete, actually it has to be placed with M-30. what are the rectifications / measures to be taken after concreting is done.
in a building why we are using T beams? why can i adopt beam bottom & Top level as same as slab bottom & Top level?
List out some of the common problems that architect have to tackle it?
What is the use of mirror command?
What are the joints wants to made in masonry where door opening, arches like etc..
How to calculate or what is the process of calculation for making 1Metre squre area by AAC Blok which quantity of Cement, Sand & Chips are to be required?
What are the phases inspections are done by local authority while construction?
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.?
