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Hello All, I am searching the information about deflection limits for concrete transfer beam. The situation is that I am designing a concrete beam to support 4 stories high concrete column(load is about 100 kips ASD). For the deflection limits, should I use L/480 with considering concrete long...

Hello All, I am designing a 9 stories + cellar project in New York. It is a concrete building. Using dual lateral system, concrete shear wall + moment frame. There is an issue that a 17' long 12" thick shear wall has to start from 2nd floor and sit on a concrete beam which is supported by...