In this example, the bending and shear reinforcement calculations of a 6 m long reinforced concrete beam element are made by independent hand calculation and compared with the results of ideCAD Static. TS 500 was used in the calculation of reinforcement area . The beam is under the effect of a uniform load of 36.67 kN / m, one end of which is fixed and the other is a movable support.
Click on the link below for the Explanations of Bending and Shear Reinforcement Area Calculation
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