Interested to Buy Any Domain ? << Click Here >> for more details...
Is there a necessity for providing expansion joints in long
RCC structure(say a wall of a water retaining structure)-
say approximately 50 metres in length and about 4 metres
high? What will be the limitations?
- 2 Answers
- 8339 Views
- I also Faced
- E-Mail Answers
Answer Posted / sjtbehera
yes in watering structure there is no need for expansion
joint.but in plan area there is need of every 30m an
expansion joint recquired
| Is This Answer Correct ? | 8 Yes | 1 No |
Post New Answer View All Answers
how to calcualate the amount of stone,cement,sand required for 1cum of 450mm thick ruble stond masonary with ratio1:5, please me an answer with dtailed step
Why are pull-out tests performed for soil nails?
Ratio for 4500 psi concrete
List out the potential risk factors for workers on the construction site?
Explain what is 1/8 on the architect ruler denotes?
Hi.. Can i get hel in finding HPCL previous year question paper? plz help me in finding thiss..
In the present situation of ban on mining sand from rivers,can we go for formation of earth dam filters viz;Horizantal sand blanket,inclined chimney and filters under rivetment with crushed rock sand of 6mm down size.If so what are the specifications and is there any codal provision for its authentication?
how to take the quantity of block work and plastering 1block price:3saudi riyal cement:1bag:15 saudi riyal sand:3bag:20 saudi riyal 1mason:9hour per hour 40 saudi riyal 1labour:9hour per hour 40 saudi riyal can anybdy calculate
States some of the tool bars used in cad?
Civil engineering material testing Standard results
What is the software used in civil engineering?
3. What are the disadvantages of your present job, things you do not like about it?
what is grade intersection?
For removal of formwork of simply supported slab / beam from where to start the deshuttering? ( Max Bending moment of the simply supported beam is in the center hence is it required to start from the supports?)
In Abutment walls (A1 side) why we are adopting fixed bearing (POT-PTFE)?
