Let's say there is a question like this:
A T-beam that is part of a floor system is 15-ft-long and is subjected to an ultimate shear of 80 kips at either support. The flange thickness = 4 in, stem width = 10 in, steel effective depth = 16 in, and beam spacing = 45 in. Given that the shear spacing at the supports is required to be 2.5 in, determine the minimum required area of shear steel reinforcement.
Assuming I will not have anything other than NCEES hand book at the exam. How would I go about solving this?
A little about me: My depth is geotech. Structural is my weakest one in all of the disciplines, please help.
A T-beam that is part of a floor system is 15-ft-long and is subjected to an ultimate shear of 80 kips at either support. The flange thickness = 4 in, stem width = 10 in, steel effective depth = 16 in, and beam spacing = 45 in. Given that the shear spacing at the supports is required to be 2.5 in, determine the minimum required area of shear steel reinforcement.
Assuming I will not have anything other than NCEES hand book at the exam. How would I go about solving this?
A little about me: My depth is geotech. Structural is my weakest one in all of the disciplines, please help.