How to Calculate Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given?
Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given calculator uses area_of_tension_reinforcement = ((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/Tensile Stress in Steel to calculate the area of tension reinforcement, The Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given formula is defined as the area of reinforcement within an effective tension area of concrete. The effective tension area is that area of the concrete cross-section which will crack due to the tension developed in bending. area of tension reinforcement and is denoted by A_{s} symbol.
How to calculate Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given using this online calculator? To use this online calculator for Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given, enter 28 Day Compressive Strength of Concrete (f_{c)}, Width of compression face (b), Depth Rectangular Compressive Stress (a), Area of Compressive Reinforcement (A_{s}'), Yeild Strength of Base Plate (F_{y)}, Axial Load Capacity (P_{u)}, Resistance Factor (Φ) and Tensile Stress in Steel (f_{s)} and hit the calculate button. Here is how the Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given calculation can be explained with given input values -> 1.024E+6 = ((.85*100000000*5*0.01)+(20*50000000)-(100/10))/980.664999999931.