The calculation of main steel is determined by using the below formulae which is shown below Pu0.45fckAc+0. Beam 2 reinforcement details as per IS 456-2000 code Calculation of load a) UDL 10. 6 number of top extra bar of 20mm with 3.45m (1.08+2.37) with L shape = 6*3.45 = 20.70m The minimum eccentricity values as per IS 456 code provision is calculated by using below formula in the column design we need to consider minimum or greater than 20 mm value as eccentricity value.3 number of bottom bar of 20mm with 3.56m with straight length = 3*3.56 = 10.68m.A beam made up of plain cement concrete will have low load carrying capacity and will fail by cracking. As per IS 456:2000, minimum size/cross-sectional dimension of RCC beam should not be. beams (Working stress method) Plain Cement Concrete has low tensile strength. Drag Per Unit Span Calculator Gaussian Beam Intensity Calculator. 8 number of Main bar of 16 mm with 8.37m (0.865+6.64+0.865) with u shape = 8*8.37 = 66.96m beam,Singly,doubly and T, Flanged Reinforced Beams,fundamental assumptions of elastic theory, Assumptions in the theory of simple bending of R.C.C.So length of bar with hooks = 5.50+0.256 = 5.756 m Lets bar bending schedule of beam with development length without hooks Stirrups/Ring of 10mm size = 0.54×0.39 m with bend hook Length of Ring = 2x(0.54+0.39+0.10) = 2.06

C beam size as per IS 456: 2000 Effective. Hook length for 20mm bar = 20×16 = 320 mm Beam formulas with shear and mom continuous beam two unequal span with udl mechanics of materials chapter 4.

Here hook length for 16mm bar = 16×16 = 256 mm.

We can also provide the hook of U shape, which is x16 times of diameter of bar. Length of Bar = total length – cover + 2x development length 2.

Rccbeam sizingas per is 456