Concrete Beam with Shear in two Orthogonal directions at same time
Concrete Beam with Shear in two Orthogonal directions at same time
(OP)
I have a concrete beam with shears of similar magnitude vertically and horizontally. When using closed stirrups (continuous by way of coupler), can I utilize the vertical legs to resist the vertical shear and the horizontal legs to resist the horizontal shear within the same stirrup based on current code practice?






RE: Concrete Beam with Shear in two Orthogonal directions at same time
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RE: Concrete Beam with Shear in two Orthogonal directions at same time
RE: Concrete Beam with Shear in two Orthogonal directions at same time