Interested to Buy Any Domain ? << Click Here >> for more details...
what is the use of bottom reinforcement in Cantilever Beam?
- 4 Answers
- 15017 Views
- McNally, I also Faced
- E-Mail Answers
Answer Posted / chandan kumar singh
it is used for resist compressive strength.
| Is This Answer Correct ? | 6 Yes | 1 No |
Post New Answer View All Answers
Please let me know about answer for my Question as "What is the maximum wastage allowable of HYSD Steel in any Bridge project as per Code and Code reference also ?
What is need for setting limits?
What are your future hopes for this job?
Hi.. Can i get hel in finding HPCL previous year question paper? plz help me in finding thiss..
how many running meters in one kilogram of 4mm pvc coated chainlink fencing
define the strength
What is the bowing depth after stressing of PSC Girder of various spans and various dia of strands?
very simple or less time consuming formula for reinforcement calculation by moment
How many square meter can mason layout chb per hour
What is zoning permit?
WHAT DLC DESIGN IN CONSTRUCTION
As per Kandal suggestions, we have implemented rolling starts on 140 (+/- 5) degrees and we kept 3 rollars to complete the rolling before falling 125 degrees and the Aggregate AIV is below 22. But When the DBM bed is being rolled 3rd high viabration, (Before 1 plain & low ,2 high Viabrations), the aggregate is getting sharp edge agg. projections are damaged. As the literature is said that, the VG-30 Grade having better control the temp. susceptibility than Penetration grade. if so we could not get this problem at site. But we are facing on site. let me know.
For Granite Flooring,For Cement Slurry purpose which one is effective of cost control whether OPC or PPC or White cement?
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.
How to plan a project
