Simpson Anchors - Anchoring and Fastening Systems - BuildSite.com
Simpson Anchors - Anchoring and Fastening Systems - BuildSite.com
Simpson Anchors - Anchoring and Fastening Systems - BuildSite.com
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Powder-Actuated <strong>Fastening</strong> <strong>Systems</strong><br />
210<br />
TENSION & SHEAR LOAD VALUES For <strong>Simpson</strong> Strong-Tie ® Fasteners<br />
PDP Tension <strong>and</strong> Shear Loads in 8-inch Lightweight,<br />
Medium-Weight <strong>and</strong> Normal-Weight Hollow CMU<br />
Model<br />
No.<br />
PDP<br />
Shank<br />
Diameter<br />
inches<br />
(mm)<br />
Minimum<br />
Penetration<br />
inches<br />
(mm)<br />
1. Values for 8-inch wide CMU Grade N, Type II, lightweight,<br />
medium-weight <strong>and</strong> normal weight concrete masonry units<br />
conforming to UBC St<strong>and</strong>ard 21-4 or ASTM C90.<br />
2. The embedment depth is measured from the outside face of<br />
the concrete masonry unit <strong>and</strong> is based on the anchor being<br />
embedded an additional ¹⁄₂ inch through 1¹⁄₄" thick face shell.<br />
PDP Series Fasteners -<br />
Tension <strong>and</strong> Shear Loads in Steel<br />
Model<br />
No.<br />
PDP<br />
PDP<br />
Knurled<br />
0.145<br />
(3.7)<br />
1³⁄₄<br />
(44)<br />
PDPH Series Fasteners -<br />
Tension <strong>and</strong> Shear Loads in Steel<br />
Model<br />
No.<br />
PDPH<br />
Shank<br />
Diameter<br />
inches<br />
(mm)<br />
0.145<br />
(3.7)<br />
0.145<br />
(3.7)<br />
Minimum<br />
Edge Distance<br />
inches<br />
(mm)<br />
¹⁄₂<br />
(12.7)<br />
¹⁄₂<br />
(12.7)<br />
Minimum<br />
Edge Distance<br />
inches<br />
(mm)<br />
4<br />
(100)<br />
Minimum<br />
Spacing<br />
inches<br />
(mm)<br />
1<br />
(25)<br />
1<br />
(25)<br />
1. The entire pointed portion of the fastener<br />
must penetrate through the steel to obtain<br />
the tabulated values. See Detail A.<br />
2. The allowable tension <strong>and</strong> shear values are for<br />
the fastener to steel only. Connected members<br />
must be investigated separately in accordance<br />
with accepted design criteria.<br />
3. Steel must conform to ASTM A36 specifi cations,<br />
with Fy = 36,000 psi, minimum.<br />
Minimum<br />
End Distance<br />
inches<br />
(mm)<br />
4⁵⁄₈<br />
(116)<br />
Steel<br />
Thickness 3<br />
inches<br />
(mm)<br />
³⁄₁₆<br />
(4.8)<br />
¹⁄₄<br />
(6.4)<br />
PDPT Series Fasteners - Tension <strong>and</strong> Shear Loads in Steel<br />
Model<br />
No.<br />
PDPT<br />
Shank<br />
Diameter<br />
inches<br />
(mm)<br />
0.177<br />
(4.5)<br />
Detail A<br />
Shank<br />
Diameter<br />
inches<br />
(mm)<br />
0.145<br />
(3.7)<br />
Minimum<br />
Edge Distance<br />
inches<br />
(mm)<br />
¹⁄₂<br />
(13)<br />
Minimum<br />
Edge Distance<br />
inches<br />
(mm)<br />
¹⁄₂<br />
(13)<br />
GAS ACTUATED<br />
FASTENER<br />
Minimum<br />
Spacing<br />
inches<br />
(mm)<br />
1<br />
(25)<br />
STEEL<br />
THICKNESS<br />
ENTIRE POINTED PORTION<br />
OF THE FASTENER MUST<br />
PENETRATE THROUGH<br />
THE STEEL<br />
Minimum<br />
Spacing<br />
inches<br />
(mm)<br />
1<br />
(25)<br />
Steel<br />
Thickness 3<br />
inches<br />
(mm)<br />
³⁄₁₆<br />
(5)<br />
¹⁄₄<br />
(6)<br />
Steel<br />
Thickness 3<br />
inches<br />
(mm)<br />
Minimum<br />
Spacing<br />
inches<br />
(mm)<br />
4<br />
(100)<br />
8-inch Hollow CMU Loads<br />
Based on CMU Strength<br />
Tension Load Shear Load<br />
Allowable Allowable<br />
lbs. (kN) lbs. (kN)<br />
135 240<br />
(0.60) (1.07)<br />
3. Allowable loads may not be increased for short-term<br />
loading due to wind or seismic forces. CMU wall<br />
design must satisfy applicable design st<strong>and</strong>ards<br />
<strong>and</strong> be capable of withst<strong>and</strong>ing applied loads.<br />
4. Allowable loads are based on a safety factor of 5.0.<br />
Allowable<br />
Tension Load 2<br />
lbs.<br />
(kN)<br />
155<br />
(0.69)<br />
210<br />
(0.93)<br />
Allowable<br />
Tension Load 2<br />
lbs.<br />
(kN)<br />
335<br />
(1.49)<br />
520<br />
(2.31)<br />
Allowable<br />
Shear Load 2<br />
lbs.<br />
(kN)<br />
395<br />
(1.76)<br />
The table applies to the following <strong>Simpson</strong> Strong-Tie<br />
fasteners where minimum penetration exists:<br />
1. The entire pointed portion of the fastener must penetrate through the steel to obtain the tabulated value. See Detail A.<br />
2. The allowable tension <strong>and</strong> shear values are for the fastener to steel only. Connected member<br />
must be investigated separately in accordance with accepted design criteria.<br />
3. Steel must conform to ASTM A36 specifi cations, with Fy = 36,000 psi, minimum.<br />
¹⁄₈<br />
(3)<br />
³⁄₁₆<br />
(5)<br />
¹⁄₄<br />
(6)<br />
–<br />
Allowable<br />
Shear Load 2<br />
lbs.<br />
(kN)<br />
790<br />
(3.51)<br />
870<br />
(3.87)<br />
*<br />
See<br />
notes<br />
below.<br />
PDP PDPW PDPWL<br />
PDP-50K – –<br />
PDP-62K – –<br />
PDP-100 PDPW-100 PDPWL-100<br />
PDP-125 PDPW-125 PDPWL-125<br />
PDP-150 PDPW-150 PDPWL-150<br />
PDP-175 PDPW-175 PDPWL-175<br />
PDP-200 PDPW-200 PDPWL-200<br />
PDP-225 – –<br />
PDP-250 PDPW-250 PDPWL-250<br />
PDP-300 PDPW-300 PDPWL-300<br />
Allowable<br />
Tension Load 2<br />
lbs.<br />
(kN)<br />
150<br />
(0.67)<br />
290<br />
(1.29)<br />
340<br />
(1.51)<br />
Allowable<br />
Shear Load 2<br />
lbs.<br />
(kN)<br />
530<br />
(2.36)<br />
660<br />
(2.93)<br />
700<br />
(3.11)<br />
*<br />
*See page 10 for<br />
an explanation<br />
of the load<br />
table icons<br />
*<br />
*<br />
PDP<br />
PDPT<br />
For more<br />
information<br />
on these<br />
fasteners go<br />
to page 199.<br />
PDP PDPH<br />
PDPWL PDPW<br />
For more information on these<br />
fasteners go to pages 199 <strong>and</strong> 200.<br />
For more information on these<br />
fasteners go to page 201.<br />
C-SAS-2009 © 2009 SIMPSON STRONG-TIE COMPANY INC.
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