Interested to Buy Any Domain ? << Click Here >> for more details...
why construction joint in
the slab should be l/3 of
span? what's the technical
reason for that?
- 1 Answers
- 13368 Views
- I also Faced
- E-Mail Answers
Answer Posted / deepak katyal
Construction joints have been provided at 1/3 point of span
on the basis that moment is least there.
| Is This Answer Correct ? | 20 Yes | 2 No |
Post New Answer View All Answers
List out some of the common problems that architect have to tackle it?
what do you know that m20,m25
What is construction mitigation management?
Write short note on construction programme for pile foundation.
What are the different types of civil engineering?
What are the causes of building collapse?
Can anyone tell me the sequence of the activities in a drawing room, kitchen & Toilet including civil work, finishing, electrical & plumbing fittings
What is an ice dam sock?
Define What are the uses of Groynes?
Maximum cement content in 1cum for RCC and PSC? (please give IS,IRC referance?
how to calculate quantity of cement,sand & aggregate for u.c.r / r.r masonry in cm 1:6
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 can we calculate steel value, depending on load
How can explode a block?
If we don't have drawing for Excavation of building,At what rule we will go for excavation and how much depth will go for a villa?
