The table below indicates where to find the shear strength values for the following materials
and provides the actual shear strength values for the following materials
Refer also to the Design Factors that are applied to these capacities. Note that the values shown are those listed in the NDS divided by the 2.0 ASD reduction factor.
Shear Capacity |
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Shearwalls |
SDPWS |
Wood Structural Panels |
See Table 4.3A |
Table 4.3A* |
* Based on panel edge nail spacing, sheathing thickness, and fastener length |
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Structural Fiberboard |
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Table 4.3A |
Structural ½ |
170, 230,260* |
170, 230,260* |
Structural 25/32 |
170, 230,260* |
170, 230,260* |
* depending on 4, 3, 2 nail spacing |
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Lumber Sheathing |
- |
Table 4.3C |
Diagonal |
300 |
300 |
Single |
50 |
50 |
Double Diagonal |
600 |
600 |
Vertical |
45 |
45 |
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Wire lath and plaster |
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Table 4.3C |
All |
180 |
180 |
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Gypsum lath |
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T 4.3C |
Vertical Joints not staggered |
100 |
100 |
Vertical Joints Staggered |
not included * |
180 |
*Important Note - Shearwalls does not implement Gypsum lath with vertical joints staggered |
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Gypsum Sheathing |
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Table 4.3C |
½” x 2’ |
75 |
75 |
½” x 4’ Block |
175 |
175 |
½” x 4’ Unblocked |
100 |
100 |
5/8” x 4’ |
200 |
200 |
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Gypsum Wallboard |
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½”, 4” nail* sp, unb 24” |
110 |
110** |
½”, 7” nail* sp, unb 24” |
75 |
75** |
½”, 4” nail* sp, unb 16” |
125 |
125** |
½”, 7” nail* sp, unb 16” |
100 |
100** |
½”, 4” nail* sp, blk 16” |
150 |
150** |
½”, 7” nail* sp, blk 16” |
125 |
125** |
5/8”, 4” nail* sp, unb 24” |
145 |
145** |
5/8”, 7” nail* sp, unb 24” |
115 |
115** |
5/8”, 4” nail* sp, blk 16” |
175 |
175** |
5/8”, 7” nail* sp, blk 16” |
145 |
145** |
5/8” 2 ply nail |
250 |
250 |
½”, 8/12” screw sp, unb |
Not included |
60 |
½”, 4/12” screw sp, blk |
155 |
155 |
½”, 6/12” screw sp, blk |
90 |
90 |
½”, 8/12” screw sp, blk |
70 |
70 |
½”, 4/16” screw sp, blk |
160 |
160 |
5/8”, screw 8”/12” unblock |
70 |
70 |
5/8”, screw, 8”/12” blocked |
90 |
90 |
** These values also apply to screws |