You have downloaded this file 0 times in the last 24 hours, limit is 100.
Your file downloads total 0 in the last 24 hours, limit is 20.

Wood Column DesignNDS2005 LRFD
This location is for Registered Users Only.
Perhaps you need to login or register.

Calculation Preview

Checks a wood column (built-up or solid) for axial load only members. Calculation verified 2005 Edition of Examples-Structural Wood Design Solved Example Problems. Calculation is using LRFD and is based on NDS 2005.

LRFD 2005 NDS p134 Examples p3 WOOD COLUMN DESIGN. May be built up or not. First find critical load combo by doing this: 1.4Pdead/0.6, (1.2Pdead+0.5Psnow)/0.6 and so on.  Basically find combo that is has highest axial load to time effect factor (See NDS p170 Table N3 and ASCE Ch2).

Calculation Reference
Design with Wood
Wooden Structural Analysis

Submitted By:
Adam Crosby (greenengineer)
Submitted On:
12 Oct 2011
File Size:
113.53 Kb
File Version:
File Author:
Adam Crosby
Total Votes:1
Comments: 1
JohnDoyle[Admin] 8 years ago
Nice calculation. I have awarded you a free 3 month subscription by way of thanks.[Admin]

We have 245 guests and 5 members online

Contact Us
post/emailEmail (preferred method of contact)
telephone US +1 617 5008224
telephone EU +44 113 8152220
Our Feeds
Repository RSS. News RSS.