Engineering method, why need is column kiker??? what is necessity??
- 1 Answers
- 2535 Views
- BNF Group, I also Faced
- E-Mail Answers
Answer Posted / saquib hassan
kicker required to maintain proper verticality and column layout size.
| Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
what is pouring and explain
What is Density of cement, sand & aggregate ?
where can i get the previous question papers for rrb section enginerr (civil)
at what pressure ply-wood is obtained by gluing wooden sheets
how to frame the sentence in voucher pad ? Description : 1.Food Expenses during site visit 2.Stamp Paper approval expenses 3.Travelling expenses 4. sweet distribution
primary treatment of sewagw consist of removal of floating materials removal of sand & grit removal of organic materials all above
How to find the cuplock pipe qty in staging for Minor bridge?
I have certain queries, please help to solve. a) length of pile bore is 4m.excavation quantity will be area * length where area will be pi/4 * dia*dia. Is this right? b) It is a single reamed pile of 300m dia and reamed dia is 750mm. can any body help me to calculate excavated quantity of this bulb(reamed section),, concrete quantity in bulb with showing the formulas to be used?
In foundation design, while we do the base pressure check, we normally check if the attained pressure value is less than the GROSS BEARING CAPACITY of the soil which is the sum of net bearing capacity of soil and the overburden pressure. Actually, the overburden pressure acts against the net bearing capacity of the soil and I feel that we are actually increasing the bearing capacity value and doing the check. I feel that this is NOT right. Please clarify on this.
water leak detection system question & answer
Explain what is Critical Path Method (C.P.M)?
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?????
Explain the various stages of the project planning process in construction?
What expenses counted in contingencies and how much it is in related to built-up area of the 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.?
