What is difference between MS and Tor steel ?? Please
ellobrate...or state its charactersitcs??
Answer Posted / uzair yar khan
The correct technical term for TOR steel (which to my
knowledge is a trade mark) is Cold Twisted Deformed (CTD)
Steel Reinforcement Bar. These are steel bars with surface
deformations formed by twisting the steel after elongation.
The elongation process imparts higher yield strength to
steel (increases from 250 to say 500MPa) and surface
corrugations impart higher bondage with concrete.
TOR steel is one of the best grade of steel used in
concrete reinforced. It's a kind of high adherence steel.
Other types of steel are used for less resistance concrete.
At all MS is plain Bar and TOR have different shapes i.e
deformed, twisted, ribbed etc
Type of Steel Bars
1.Mild steel bars
2.Deformed steel bars
1.Mild steel bars
Mild steel bars are used for tensile stress of RCC
(Reinforced cement concrete) slab beams etc. in reinforced
cement concrete work. These steel bars are plain in surface
and are round sections of diameter from 6 to 50 mm. These
rods are manufactured in long lengths and can be cut
quickly and be bent easily without damage.
2.Deformed steel bars
As deformed bars are rods of steels provided with lugs,
ribs or deformation on the surface of bar, these bars
minimize slippage in concrete and increases the bond
between the two materials. Deformed bars have more tensile
stresses than that of mild steel plain bars. These bars can
be used without end hooks. The deformation should be spaced
along the bar at substantially uniform distances.
| Is This Answer Correct ? | 151 Yes | 18 No |
Post New Answer View All Answers
How to arrive d*d/162 , for finding the kg per meter , wt of steel
for 32 dia (EQR HYSD steel) bar how much deduction for 45 and 90 degree band
WHAT IS YOUR EXPECTED SALARY?
Define Workability ?
What is the diff between cad & cadd?
how many minimum admixtures are used in water froofing structures
What is an ortho mode?
Actually i am confused that how to calculate the bending moment for a semi-circular beam and curved slab.If any one have a good idea about the matter,please give the answer with a suitable example. Thank you......
As we know that steel is a tension member but why we are using STRUCTURE STEEL as a COLUMN (Without concrete) where column is a compression member and compression strength of steel is very low
How to arrive dry volume of concrete (1.52 to 1.57) ?
How many are the types of joints?
What is zoning permit?
how i can calculate the actual nos & size of steel to make 1000sqft. x 3"thick slab
what is the function of GSB all class ?
GIVE US YOUR FULL DETAIL OF THE FOLLOWING… FULL NAME.. PERMENENT MAILING ADDRESS DIRECT CONTACT NO E MAIL ADDRES.