Please tell me how many bricks needed for 4.5" bricks per m3(how to calculate this also), and outurn of mason. Thanks.
3 8170In case of columns the cover is from main steel or from stirrup & which is the IS code mentioned in it?
2 5613I heard Thump rule about beam depth is 1" per 1' length. Is this correct? If not please tell me the thump rule.Thanks.
2 6089In your experience what is the maximum beam length. What's beam size and also please provide column size also. Thanks.
1 4938URGENT: please tell me what's normal drawing scale for residential building and commercial building? Thanks.
5 9740Post New Civil Engineering Questions
What is the Tor steel Consumption for residential building G+24 footing (thum rule) ?
4. Differentiate between NC and OC soils. Draw curves for (i) Stress vs Strain (ii) Volume charge vs Strain (iii) Pore pressure vs Strain for these soils
How to calculate cement, water, fly ash amount for 1 cum if the w/c ratio is 0.4 and fly ash to cement ratio is 1:9
Why should you show Client/Engineer activities clearly on the project plan?
How to get MEP technical,instaaltion & testing data for interview?
How reactor of SBR installed , is it be over ground, fully under ground or semi sunk ?
WHERE CAN I GET THE PREVIOUS QUESTION PAPERS OF APGENCO FOR THE THE POST OF Tr.ASSISTANT ENGINEER(CIVIL)
Providing ,Cutting, bending and positioning of TMT Bar with cost of binding wire
what is the use of beam end forces while using a staad ? wha they are show
Why do we not deduct steel volume to find actual volume of concrete in practical as we have studied that,,, actual volume of concrete = volume of column- volume of steel pls explain with reference of IS code?????
What is meaning of Canceled/Flat Beam. What is difference between them? Both type of beam can bear same load if size (width)of the flat beam is increases and depth is same as slab thickness? Kindly suggest to me.
IS STEEL BARS IS AS PER ISI TRANSVERSE RIBS SHOULD BE UNIFORM IN DISTANCE, PLEASE EXPLAIN WHY,
is basic cost of the material includes tax?
how to estimate costing from quantity givin in BOQ and according to this how we fill tender and final rate for perticular work.....?
Explain major difference between auto level and dumpy level?