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Development Length is the shortest length needed for reinforcing bar so that the stresses can induced in the bar can increase from zero to the yield strength of the said bar. The development length is a function of the bar size, yield strength, concrete strength and other factors such as coating of the bar. Also, the development length of a bar is dependent to whether the bar is in tension or compression. Tension development lengths are larges than compression development lengths because in compression, the reinforcing bar gets some help from the concrete, while in tension it does not.
Development length is the length overlap of bars tied to extend the reinforcement length. is about 50 times the dia of bar is consider to safe.
volume of steel multiplied by7850= wt of steel in kgs. Please note that wt of 1 Cum steel is 7850 kg Volume of steel bar can be calculated = cross-sectional area of bar X length cross-sectional area of Bar= pie x d X d/4 (where d is diameter of bar)
if the bar length is 5o m , what will be the actual length including lap length
one trapozoidal section of 0.5 sloping distance is one side and 0.5 is the another side and 1.0 meter is the horizontal base . what will be the cutting length for it.
Development Length is the shortest length needed for reinforcing bar so that the stresses can induced in the bar can increase from zero to the yield strength of the said bar. The development length is a function of the bar size, yield strength, concrete strength and other factors such as coating of the bar. Also, the development length of a bar is dependent to whether the bar is in tension or compression. Tension development lengths are larges than compression development lengths because in compression, the reinforcing bar gets some help from the concrete, while in tension it does not.
Anchorage length is the required distance to transfer a load and is dependent on the materials used. Development length is the length of the reinforcement bar or rod required to transfer the load safely to another bar.
Development length is the length overlap of bars tied to extend the reinforcement length. is about 50 times the dia of bar is consider to safe.
lap length in tension including anchorage value of hooks in flexural tension shall be greater of development length or 30 times dia of bar. In compression, its equal to development length. In general, 50 times dia is provided.
It is probably easiest to measure rather than calculate it. What you are looking for is simply the length of the bar, expressed in metres.
diameter square of the bar. Divided by 162. gives W/1m length
cutting length depends upon the beam length. its including L in both sides
M 25
For surface area of steel bar= pi*diameter*length For cross-sectional area of steel bar= pi (dia)^2/4
If the bar is a three dimensional object it will have some thickness. Then, assuming it is oblong in shape and knowing its length, width and thickness: Surface_area = 2 x (length x width + width x thickness + thickness x length)
It is the length of the main bar provided at the column beam junction or column footing junction to allow for the development of stresses to its design strength.
AREA*THICKNESS(length)*7.85 pi*r2*t*7.85 - in mm