What is the diffrence between FE 415 & FE 500 TMT BARS
- 7 Answers
- 28314 Views
- Gammon, Sail, I also Faced
- E-Mail Answers
Answer Posted / s p sharma
Q: What is the diffrence between FE 415 & FE 500 TMT BARS
Ans: 415 and 510 represent the 0.2% proof stess. There is
no well defined yield stress for HYSD Bars.
| Is This Answer Correct ? | 7 Yes | 6 No |
Post New Answer View All Answers
What is the veriplus for ellips card length formula (major axis 3.4m,minar axis 2.6m spacing 0.2m
what is tension column?
what is the amount of absorption of slurry in shuttering ply board. what is the amount of slurry leakage allowed for 1 m3 of concrete.
What is high adherence steel bar? I have a general specification which refers to High Adherence steel bars, coils and meshes to BS EN 10080 and BS 4449 or BS 4483. Is this just general re-bar or is there something different about it? The spec originated in France.
The building has 12 columns of 12x9 in 3 rows of 4 each in a plot of 50'x30', The central row is strengthened with 16mm twisted rods. The roof area is 1500 sft including balconies. calculate the load factor per sft. Also indicate the number of roofs the building can withstand.
What is the difference between Grade I, II and III of GSB?
What are the benefits of rcc pipes over steel designed pipes?
What are the types of slump?
how u design STAGING for Superstructure in BRIDGE construction?
What is the use of extruded feature in solidsworks?
Formula of mid span bar
What are wooden shingles?
What is the Hardness of M-40 grade concrete, general and theoratical
A 16 pile group, consisting of diameter concrete piles, were cast in situ in a clayey soil whose unconfined compressive strength is 1100 psf. Each pile is 60 ft long and the pile spacing is 2.5 times the pile diameter.The water table is at the ground surface and saturated unit weight of the clay is 118 lb/cu.ft. using a factor of safety 3 and a reduction factor =0.45, compute the allowable capacity of the piles acting as individuals
Write short note on construction programme for pile foundation.
