🪵 NDS Column Stability Factor Cp, Axial Compression Parallel to Grain (Fc)

Glulam Column Axial Buckling Calculator

Size solid architectural glulam timber columns in multi-story mass timber buildings under NDS: calculate unbraced column slenderness ratio (Le/d), column stability factor (Cp), allowable axial compressive load capacity (100,000 to 500,000 lbs parallel to grain), steel base boot connections, and heavy timber contractor margins.

1. Project & Operating Inputs

Total Glulam Columns Erected (Column Count e.g. 64 Columns)

Design Axial Column Load (Kips e.g. 240 Kips Axial Load)

Customer Bid Price for Supplied & Set Glulam Column ($ / Column)

Architectural Glulam Column, Knife-Plate Base Boot, Crane & Crew ($ / Unit)

2. Financial Breakdown & Yield

NDS GLULAM COLUMN STABILITY

Turnkey Glulam Column Profit

Mass Timber Erection Margin

0.0%

Gross Revenue / Bill

Total Project CapEx

Operating / Material Cost