REPORT ON BEEP BREAM 4The analysis of beam failure is done to evaluate the lowest quantity of shear strength of the beam that is weak. The beam without any additional conventional reinforcement in the region to be tested is the best sample to be analysed on its failure analysis. The flexural analysis of the bean is done before the beginning of the process of gathering the values required to perform the shear analysis[ CITATION Dip13 \l 2057 ]. The seep beam failure analysis is done with an aim of determining the beam’s strength before flexural or bending failure is provided with the dimensions. This analysis can be done by the use of the diagram in figure 2 below:The left section of the image above shows the view of the cross-section of the deep beam and the right section of the beam shows the graph of the stress of the deep beam. The compression produced in the beam possess an equivalent value to the beams tension leading to the formation of the equilibrium. The compression forces are denoted by the arrows Cc andCs as indicated in figure 2 above[ CITATION Ger14 \l 2057 ]. By setting the compression to be equivalent to the tension in the deep beam, the following equation can be derived:C * β * b * f’c * 0.85 = fy * As = Ɛs * Es * As’ Where fy = reinforcement’s specified yield strength (psi)As = area of longitudinal tension reinforcement that is prestressedAs’ = Compressional reinforcement area (in2)Es = modulus of elasticity of structural steel and reinforcement (psi) C = distance from neutral axis to extreme compression fibre (in.)

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