Perform a shear analysis and determine the nominal and design shear strength of concrete and stirrups....

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Perform a shear analysis and determine the nominal and design shear strength of concrete and stirrups. Assume normal weight concrete with a compressice strength of 5,000 psi, flexural steel reinforcement with a yield strength of 60 ksi and stirrups with the yield strength of 40 ksi. The geometric details of the beam are provided below. Analyze the same beam using Response 2000 to determine the actual shear capacities for four different a/d ratios of 1, 2, 4 and 8. Compare your results for each case to the nominal shear capacity of the beam and comment your findings. bw = 54 in. d = 36 in. bw = 30 in. hf = 9 in. No. 3 at 12 in. Grade-40 U-stirrups with 135° hooks on upper ends Perform a shear analysis and determine the nominal and design shear strength of concrete and stirrups. Assume normal weight concrete with a compressice strength of 5,000 psi, flexural steel reinforcement with a yield strength of 60 ksi and stirrups with the yield strength of 40 ksi. The geometric details of the beam are provided below. Analyze the same beam using Response 2000 to determine the actual shear capacities for four different a/d ratios of 1, 2, 4 and 8. Compare your results for each case to the nominal shear capacity of the beam and comment your findings. bw = 54 in. d = 36 in. bw = 30 in. hf = 9 in. No. 3 at 12 in. Grade-40 U-stirrups with 135° hooks on upper ends

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We first perform a shear analysis of the given beam to determine the nominal and design shear strength of concrete and stirrups Given data Concrete co... View the full answer