20mm ø bar = 20² x 1/162 = 2.469 kg/m If we multiply the length of bars by thisunit weight, we will get the total weight of steel bars. For example, the total weight of 1000 meter long 20mm ø steel bar is, 1000 x 2.469 = 2469 kg. Using the same method we can calcu...
Finally one can calculate the quantity of total steel that is needed or have been used in the mesh of circular slab, spherical dome or irregular shaped figure. The device will display the result of calculation within seconds.SHARMA ANSHUL
To calculate area, multiply the length of the area by the width of the area. So, if carpet is needed for a 12-foot-long by 10-foot-wide room, simply multiply 12 × 10 to get 120 square feet, generally written as 120 ft2. In the case of a 10-foot square room, since the length...
wood releases its heat quickly. It has a very low heat transfer coefficient of 0.13 watts per square meter degree Celsius. A 1-kilogram slab of wood will cool from 104 degrees Fahrenheit (50 degrees Celsius) to 68 degrees (20 degrees Celsius) F in 2 hours, 20...
3D Model 485x 94x 0x Steel Hall 3D Model 682x 54x 0x 3D Reinforced Concrete Structure 3D Model 788x 64x 0x Reinforced Concrete Slab 3D Model 517x 10x 0x Reinforced Concrete Building 3D Model 2548x 122x 0x Reinforced Concrete Slab More Models to Download Knowledge Base Articles...
In continues casting steel process the distortion of the water cooling mould inner wall followed the metal superplasticity distortion theory. The thrust force of hydraulic cylinder for the online mould width adjustment was calculated according to the metal superplasticity distortion theory,and the mathemati...
Lapping Zone for Slab The function of the RCCslabis similar to the beam if it is designed inone way slab. The perfect position for lapping is at where the bending moment is least, the point of contra flexure. For bottom reinforcement, laps are providedL/5toL/3distance from the support. ...
Thus, you need to ensure that you have enough steel area to engage the interface between the beam and wall. Chapter 11 of the ACI code has the technique for shear friction and the results depend on whether you are casting this beam monolithically with the wall, casting to an intentionally ...
The shear lag of supposing section is analyzed to calculate the distribution of normal stress, then according to the constitutive relation of steel and concrete, the stress of actual section can be obtained. At last, the formula of normal stress in flange slab for reinforced concrete box girder...