Project Details
Material Properties
Loads (ultimate)
Geometry
Reinforcement
Section Inadequate: vu,max > φvn,max. Increase slab depth (h) or column size. Shear reinforcement cannot be provided.
Results Summary
Max Applied Shear Stress (vu,max):
0.000 MPa
Concrete Shear Capacity (φvc):
0.000 MPa
Demand / Capacity Ratio (D/C):
0.00
Section Depth Adequacy:
OK
Shear Reinforcement Status:
Not Required
Column Location Diagram
Black Rect: Column Section
Green Dashed: Critical Perimeter
Origin (0,0) at column geometric center