Structual Panel (Plywood & OSB)
CSA O86-14
v1.0.0
File:
Project:
Designer:
Date:

Structural Panel

Material:
Thickness:
mm
Plies:
* denotes the most commonly available product.
Mark & thickness:
 
Orientation of applied force relative to face grain,
Orientation:
°
 

Factors

Load Duration, KD:
 
Service Condition Factor, KS:
 
Treatment Factor, KT:
 
 

Design Results

Dimensions

Width of panel, bp
bp
mm
Depth of panel in plane of bending, dp
 dp:
mm
Contact area of splice or gusset plate on one side of joint, Ac
Ac:
mm2
Length of splice or gusset plate subjected to shear, LG
LG:
mm
Net width of panel after cutting of holes, etc., bn
bn:
mm
Bearing area, Ab
Ab:
mm2
waiting for input...

This information must be read or used in conjunction with CAN/CSA O86-14 Engineering Design in Wood.
In the event of discrepancies, CAN/CSA O86 shall govern.

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