Structual Panel (Plywood & OSB)

CSA O86-19

v1.0.0

Structural Panel

Material:

Thickness:

Plies:

* denotes the most commonly available product.

Mark & thickness:

Orientation of applied force relative to face grain,

Orientation:

Factors

Load Duration, K_D:

Service Condition Factor, K_S:

Treatment Factor, K_T:

Design Results

Standard Panel Loading

Panel Edge Loading

Splice or Gusset Standard Panel Loading

Splice or Gusset in Panel Edge Loading Orientation

Dimensions

Width of panel, b_p

b_p

Depth of panel in plane of bending, d_p

d_p:

Contact area of splice or gusset plate on one side of joint, A_c

A_c:

mm²

Length of splice or gusset plate subjected to shear, L_G

L_G:

Net width of panel after cutting of holes, etc., b_n

b_n:

Bearing area, A_b

A_b:

mm²

waiting for input...

This information must be read or used in conjunction with CAN/CSA O86-19 Engineering Design in Wood.
In the event of discrepancies, CAN/CSA O86 shall govern.