LINKS:

• Shear Loads
• Tension Loads

For more information, see Powder Actuated Fastening Systems.

Typical PAF Installation

 

PDP

PDPW

PDPWL

PHN

PHNW

PHSN/PHSNA

 

In Normal Weight Concrete

PDP-Series Fasteners

PDP*	PDPW*	PDPWL*
PDP-125	PDPW-125	PDPWL-125
PDP-150	PDPW-150	PDPWL-150
PDP-175	PDPW-175	PDPWL-175
PDP-200	PDPW-200	PDPWL-200
PDP-225	—	—
PDP-250	PDPW-250	PDPWL-250
PDP-300	PDPW-300	PDPWL-300
		PDPWL-400

*Including stainless steel models.

PHN-Series Fasteners

PHN	PHNW	PHSN	PHSNA
PHN-27	PHNW-27	PHSN-27	PHSNA-27
PHN-32	PHNW-32	PHSN-32	PHSNA-32
PHN-37	PHNW-37	PHSN-37	PHSNA-37
PHN-42	PHNW-42	PHSN-42	PHSNA-42
PHN-47	PHNW-47	PHSN-47	PHSNA-47
PHN-52	PHNW-52	PHSN-52	PHSNA-52
PHN-57	PHNW-57	PHSN-57	PHSNA-57
PHN-62	PHNW-62	PHSN-62	PHSNA-62
PHN-72	PHNW-72	PHSN-72	PHSNA-72

 

In Steel

PDP-Series Fasteners

PDP	PDPW	PDPWL
PDP-100	PDPW-100	PDPWL-100
PDP-125	PDPW-125	PDPWL-125
PDP-150	PDPW-150	PDPWL-150
PDP-175	PDPW-175	PDPWL-175
PDP-200	PDPW-200	PDPWL-200
PDP-225	—	—
PDP-250	PDPW-250	PDPWL-250
PDP-300	PDPW-300	PDPWL-300

PHN-Series Fasteners

PHN	PHNW	PHSN	PHSNA
PHN-27	PHNW-27	PHSN-27	PHSNA-27
PHN-32	PHNW-32	PHSN-32	PHSNA-32
PHN-37	PHNW-37	PHSN-37	PHSNA-37
PHN-42	PHNW-42	PHSN-42	PHSNA-42
PHN-47	PHNW-47	PHSN-47	PHSNA-47
PHN-52	PHNW-52	PHSN-52	PHSNA-52
PHN-57	PHNW-57	PHSN-57	PHSNA-57
PHN-62	PHNW-62	PHSN-62	PHSNA-62
PHN-72	PHNW-72	PHSN-72	PHSNA-72

Load Tables

PAF Shear Loads in Concrete and Steel

1. Load values based on 0.145" dia. pins in 2500 psi nm. wt. concrete or steel having a minimum Fy = 36 ksi
   (see ICC ER-2138).
2. Edge distance of pins shall be no less than 3". Spacing distance of pins shall be no less than 4"
3. The entire pointed portion of the fastener must penetrate the steel.
4. Edge distance of pins shall be no less than 1/2". Spacing distance of pins shall be no less than 1 1/2".
5. 2001 AISI NASPEC, Eq. E4.3.1-2, Ω = 3.0, d=0.145". See Conversion Charts for CFS thickness standards and General Notes (e) for CFS properties.
6. Allowable loads must be the lesser of the base material or CFS strength.

PAF Tension Loads in Concrete and Steel

1. Load values based on 0.145" dia. pins in 2500 psi nm. wt. concrete or steel having a minimum Fy = 36 ksi
   (see ICC ESR-2138).
2. Use interaction formula for combined tension/shear (P_s/P_t) + (V_s/V_t) ≤ 1.0.
3. Edge distance of pins shall be no less than 3". Spacing distance of pins shall be no less than 4"
4. The entire pointed portion of the fastener must penetrate the steel.
5. Edge distance of pins shall be no less than 1/2". Spacing distance of pins shall be no less than 1 1/2".
6. 2001 AISI NASPEC, Eq. E4.4.2-1 divided by 2.0 (one-sided loading), Ω = 3.0, d_w = 0.3". See Conversion Charts for CFS thickness standards and General Notes (e) for CFS properties.
7. Allowable loads must be the lesser of the base material or CFS strength.