Experimental Research On Shear Capacity Of Steel Truss S. R. C T-Shaped Columns

Based on the experimental study of 4 steel truss S.R.C members with T—shaped cross-section subjected to loading, this paper reveals the failure patterns and bearing capacity of the steel truss S.R.C members with T-shaped. Furthermore, this paper also compares the bearing capacity between R.C columns and S.R.C columns, those columns have the same cross-shape and material, the result shows that the bearing capacity of S.R.C columns which depose a few section steel can be obviously enhanced.