Objective
To verify the steel round HSS column capacity check in shear
Problem Description [Ref .1, Example G.5]
Check the capacity of HSS16X0.375 column in shear.
Fy = 42 ksi, L = 32 ft
Finite Element Model
1 beam elements with appropriate material and design criteria assigned
Model type: 3D Frame
Results
The following table shows some intermediate and final results during the design. The program gives comparable results with the reference [Ref 1].
|
ENERCALC 3D |
[Ref 1] |
Phi-Vnx (kips) |
195.048 |
195 |
Reference
[1]. AISC “Design Examples”, Version 14.1