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Simpson Anchors - Anchoring and Fastening Systems - BuildSite.com

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C-SAS-2009 © 2009 SIMPSON STRONG-TIE COMPANY INC.<br />

TENSION & SHEAR LOAD VALUES For <strong>Simpson</strong> Strong-Tie ® Fasteners<br />

PHN Series Fasteners -<br />

Tension <strong>and</strong> Shear Loads in Steel<br />

Model<br />

No.<br />

PHN<br />

PHN 4<br />

Knurled<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 />

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 the<br />

tabulated values. See Detail A.<br />

2. The allowable tension <strong>and</strong> shear values are for<br />

the fastener into steel only. Wood members<br />

connected must be investigated separately in<br />

accordance with accepted design criteria.<br />

3. Steel must conform to ASTM A 36 specifi cations,<br />

with Fy = 36,000 psi, minimum.<br />

4. PHN-16K or longer.<br />

Steel<br />

Thickness 3<br />

inches<br />

(mm)<br />

³⁄₁₆<br />

(4.8)<br />

¹⁄₄<br />

(6.4)<br />

PHNT Series Fasteners - Tension <strong>and</strong> Shear Loads in Steel<br />

Model<br />

No.<br />

PHNT<br />

Shank<br />

Diameter<br />

inches<br />

(mm)<br />

Minimum<br />

Edge Distance<br />

inches<br />

(mm)<br />

Minimum<br />

Spacing<br />

inches<br />

(mm)<br />

Steel<br />

Thickness 3<br />

inches<br />

(mm)<br />

Allowable<br />

Tension Load 2<br />

lbs.<br />

(kN)<br />

155<br />

(0.69)<br />

440<br />

(2.0)<br />

1. The entire pointed portion of the fastener must penetrate through<br />

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.<br />

3. Steel must conform to ASTM A36 specifi cations, with Fy = 36,000 psi, minimum.<br />

PSLV Series Threaded Studs - Tension <strong>and</strong> Shear Loads in Steel<br />

Model<br />

No.<br />

PSLV3<br />

PSLV4<br />

Detail A<br />

0.145<br />

(3.7)<br />

Shank<br />

Diameter<br />

inches<br />

(mm)<br />

0.205<br />

(5.2)<br />

0.150<br />

(3.8)<br />

GAS ACTUATED<br />

FASTENER<br />

¹⁄₂<br />

(13)<br />

Minimum<br />

Edge Distance<br />

inches<br />

(mm)<br />

1<br />

(25)<br />

¹⁄₂<br />

(13)<br />

STEEL<br />

THICKNESS<br />

ENTIRE POINTED PORTION<br />

OF THE FASTENER MUST<br />

PENETRATE THROUGH<br />

THE STEEL<br />

1<br />

(25)<br />

Minimum<br />

Spacing<br />

inches<br />

(mm)<br />

1⁵⁄₈<br />

(41)<br />

1<br />

(25)<br />

¹⁄₈<br />

(3)<br />

³⁄₁₆<br />

(5)<br />

¹⁄₄<br />

(6)<br />

Steel<br />

Thickness 3<br />

inches<br />

(mm)<br />

³⁄₁₆<br />

(5)<br />

¹⁄₄<br />

(6)<br />

³⁄₁₆<br />

(5)<br />

¹⁄₄<br />

(6)<br />

1. The entire pointed portion of the fastener must penetrate through<br />

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<br />

member 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 />

Allowable<br />

Shear Load 2<br />

lbs.<br />

(kN)<br />

395<br />

(1.76)<br />

The table applies to the following <strong>Simpson</strong><br />

Strong-Tie fasteners where minimum<br />

penetration exists:<br />

PHN PHNW PHSNA<br />

PHN-16K – PHSNA-16K<br />

PHN-19K – PHSNA-19K<br />

PHN-27 PHNW-27 PHSNA-27<br />

PHN-32 PHNW-32 PHSNA-32<br />

PHN-37 PHNW-37 PHSNA-37<br />

PHN-42 PHNW-42 PHSNA-42<br />

PHN-47 PHNW-47 PHSNA-47<br />

PHN-52 PHNW-52 PHSNA-52<br />

PHN-57 PHNW-57 PHSNA-57<br />

PHN-62 PHNW-62 PHSNA-62<br />

PHN-72 PHNW-72 PHSNA-72<br />

Allowable<br />

Tension Load 2<br />

lbs.<br />

(kN)<br />

40<br />

(0.18)<br />

50<br />

(0.22)<br />

250<br />

(1.11)<br />

Allowable<br />

Tension Load 2<br />

lbs.<br />

(kN)<br />

270<br />

(1.20)<br />

680<br />

(3.02)<br />

200<br />

(0.89)<br />

420<br />

(1.87)<br />

–<br />

Allowable<br />

Shear Load 2<br />

lbs.<br />

(kN)<br />

440<br />

(1.96)<br />

620<br />

(2.76)<br />

620<br />

(2.76)<br />

*See page 10 for<br />

an explanation<br />

of the load<br />

table icons<br />

Allowable<br />

Shear Load 2<br />

lbs.<br />

(kN)<br />

770<br />

(3.42)<br />

1,120<br />

(4.98)<br />

630<br />

(2.80)<br />

690<br />

(3.07)<br />

*<br />

*<br />

*<br />

PHN<br />

PHSNA<br />

For more information on<br />

these fasteners go to pages<br />

202, 203 <strong>and</strong> 204.<br />

PHNT<br />

For more information<br />

on these fasteners<br />

go to page 203.<br />

PSLV3<br />

PSLV4<br />

For more information on<br />

these fasteners<br />

go to page 202.<br />

PHNW<br />

Powder-Actuated <strong>Fastening</strong> <strong>Systems</strong><br />

211

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