Type : Free.

STEEL COLUMNS CALCULATION*
(VERIFICATION)

With this method, you may obtain :

· Column slenderness ratio separating elastic and inelastic buckling .
· Axial compressive stress permitted in a prismatic member in the absence of bending moment.
 · Computed axial stress.
· Bending stress permitted in a prismatic member in the absence of axial force.
· Computed bending stresses
· Conclusion.

Of any structural shape used (column).

Furthermore you can:
· Compare the column selection of your convenience.

EXIT DATASHEET IS AS FOLLOWS :

To introduce the variables, you must fill in a format as follows:

INPUT FOR CALCULATION METHOD
STEEL COLUMNS CALCULATION*
(VERIFICATION)

By :
Company :
Date :
Client :
Reference : Case :
Forces
Vertical Force (VF) :
Lateral Forces (LF)
AXIS X-X (Fx-x) :
AXIS Y-Y (Fy-y) :
Structural Shape Properties
(column)
Modulus of Elasticity (E) :
Specified minimum yield stress (Fy) :
Sectional Area (A) :
Height (H) :
AXIS Y-Y :
Modulus of Section (Sy) :
Governing radius of Gyration (ry) :
AXIS X-X:
Modulus of Section (Sx) :
Governing radius of Gyration (rx) :

If you are sure press submit, if not refresh.

* This method follows AISC Manual of Steel Construction.

                  

For more information about this method, contact us at: freecal@copcosa.com