W/WPU/WNP/WM/WMU/HW/HWU/GLT/HGLT

WNP412 and WNP414

HW
(HWU similar)

WM
(WMU
similar)

Typical WM Mid-Wall Installation
Refer to Top-of-Wall Installation Detail.

Installation on Wood Nailer

The W, WPU, HWU and HW series purlin hangers offer the greatest design flexibility and versatility. WMs are designed for use on standard 8" grouted masonry block wall construction.

Material: See tables.

Finish: Simpson Strong-Tie® gray paint; hot-dipped galvanized available: specify HDG, Contact Simpson Strong-Tie.

Installation:

Use all specified fasteners. WM - two 16d duplex nails must be installed into the top flange and embedded into the grouted wall. Verify that the grouted wall can take the required fasteners specified in the table.
H dimensions are sized to account for normal joist shrinkage. W dimensions are for dressed timber widths.
Hangers may be welded to steel headers with weld size to match material thickness (approximate thickness shown) 1/8" for W, 3/16" for WNP/WPU, and 1/4" for HW/HWU, by 1 1/2" fillet welds located at each end of the top flange (see welding information). Weld-on applications produce maximum allowable load listed. For uplift loads refer to T-WELDUPLFT (HWU and WPU hangers only).
Hangers can support multiple-ply carried members; the individual members must be secured together to work as a single unit before installation into the hanger.
Embed WM into block with a minimum of one course above and one course below the top flange with one #5 vertical rebar minimum 24" long in each cell. Minimum grout strength is 2000 psi.
Refer to T-SLOPEJST for information regarding load reductions on selected hangers which can be used without modification to support joists which have shallow slopes (≤3/4:12).
See Hanger Options - W/WNP/WNPU/WP/WPU/HW/HWU Series and
Hanger Options - WM/WMI/WMU Series and
Hanger Options - GLT/HGLT Series
for hanger modifications and associated load reductions.

Some model configurations may differ from those shown.
Contact Simpson Strong-Tie for details.

roll over images below to see larger image

roll over images below to see larger image

The table indicates the maximum allowable loads for W, WNP and HW hangers used on wood nailers. Nailers are wood members attached to the top of a steel I-beam, concrete or masonry wall.

Table

Uplift value for the HWU hanger is for depths ≤ 18" and are for DF/SP values only. Refer to uplift values in table below for taller depths.
Attachment of nailer to supporting member is the responsibility of the Designer.

16d sinkers (0.148" dia. x 3 1/4" long) may be used where 10d commons are called out with no load reduction.
Code values are based on DF/SP header species.
WMU, WPU and HWU uplift loads have been increased 60% for wind or earthquake loading with no further increase allowed. For normal loading applications such as cantilever refer to Simpson Strong-Tie® Connector Selector™ software or conservatively divide the uplift load by 1.6.
For hanger heights exceeding the joist height, the allowable load is 0.50 of the table load.
Mid-wall Installation requires minimum of one grouted course above and below the hanger.
NAILS: 16d = 0.162" dia. x 3 1/2" long, 10d = 0.148" dia. x 3" long, 10dx1 1/2= 0.148" dia. x 1 1/2" long.
See other nail sizes and information.

					Legacy Reports
	IAPMO ES ER	ICC-ES ESR	CITY OF LOS ANGELES	STATE OF FLORIDA	ICC-ES NER	ICC-ES ER	ICC-ES ES
GLT	No code listing. Please contact us for test data.
HGLT	See specific model numbers for code listings.
HW	No code listing. Please contact us for test data.
HWU	No code listing. Please contact us for test data.
W	See specific model numbers for code listings.
WM	No code listing. Please contact us for test data.
WMU	No code listing. Please contact us for test data.
WNP	See specific model numbers for code listings.
WNP412		ESR-2553 / ESR-2523 *	RR25800	FL10856
WNP414		ESR-2553 / ESR-2523 *	RR25800	FL10856
WNPU	No code listing. Please contact us for test data.
WP	No code listing. Please contact us for test data.
WPU	See specific model numbers for code listings.

* ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction

Download the Simpson AutoCad Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

	ORTHOGRAPHIC	PERSPECTIVE
GLT	None for this model	CC with GLT: DWG \| DXF GLT Sloped and Skewed: DWG \| DXF GLT Top Flange Offset: DWG \| DXF
HGLT	None for this model	HGLT Top Flange Sloped Down: DWG \| DXF
HW	HW series: DWG \| DXF HW skew left: DWG HW skew right: DWG HW sloped down: DWG \| DXF HW sloped up: DWG \| DXF HW sloped down and skewed left: DWG \| DXF HW sloped down and skewed right: DWG \| DXF HW sloped up and skewed left: DWG \| DXF HW sloped up and skewed right: DWG \| DXF HW with top flange down left: DWG \| DXF HW with top flange down right: DWG \| DXF HW with top flange offset left: DWG \| DXF HW with top flange offset right: DWG \| DXF HW series front view: DWG \| DXF HW skew left front view: DWG HW skew right front view: DWG HW sloped down front view: DWG \| DXF HW sloped up front view: DWG \| DXF HW sloped down and skewed left front view: DWG \| DXF HW sloped down and skewed right front view: DWG \| DXF HW sloped up and skewed left front view: DWG \| DXF HW sloped up and skewed right front view: DWG \| DXF HW with top flange down left front view: DWG \| DXF HW with top flange down right front view: DWG \| DXF HW with top flange offset left front view: DWG \| DXF HW with top flange offset right front view: DWG \| DXF HW series left view: DWG \| DXF HW sloped down left view: DWG \| DXF HW sloped up left view: DWG \| DXF HW with top flange down left left view: DWG \| DXF HW with top flange offset right left view: DWG \| DXF HW series right view: DWG \| DXF HW sloped down right view: DWG \| DXF HW sloped up right view: DWG \| DXF HW with top flange down right right view: DWG \| DXF HW with top flange offset left right view: DWG \| DXF HW skew left top view: DWG HW skew right top view: DWG HW series top view: DWG \| DXF HW sloped down top view: DWG \| DXF HW sloped up top view: DWG \| DXF HW sloped down and skewed left top view: DWG \| DXF HW sloped down and skewed right top view: DWG \| DXF HW sloped up and skewed left top view: DWG \| DXF HW with top flange down left top view: DWG \| DXF HW with top flange down right top view: DWG \| DXF HW with top flange offset left top view: DWG \| DXF HW with top flange offset right top view: DWG \| DXF	CC with HW: DWG \| DXF Panel Connectors: DWG \| DXF
HWU	None for this model	None for this model
W	W series: DWG \| DXF W with top flange offset left: DWG \| DXF W with top flange offset right: DWG \| DXF W sloped down: DWG \| DXF W sloped up: DWG \| DXF W with top flange offset left front view: DWG \| DXF W with top flange offset right front view: DWG \| DXF W series front view: DWG \| DXF W sloped down front view: DWG \| DXF W sloped up front view: DWG \| DXF W with top flange offset left left view: DWG \| DXF W with top flange offset right left view: DWG \| DXF W series left view: DWG \| DXF W sloped down left view: DWG \| DXF W sloped up left view: DWG \| DXF W with top flange offset left right view: DWG \| DXF W with top flange offset right right view: DWG \| DXF W series right view: DWG \| DXF W sloped down right view: DWG \| DXF W sloped up right view: DWG \| DXF W with top flange offset left top view: DWG \| DXF W with top flange offset right top view: DWG \| DXF W series top view: DWG \| DXF W sloped down top view: DWG \| DXF W sloped up top view: DWG \| DXF	LTT19 & W: DWG W Top Flange Offset: DWG \| DXF W Ridge Connection: DWG \| DXF W Skewed 1: DWG \| DXF W Top Flange Sloped 1: DWG \| DXF W Skewed 2: DWG \| DXF W Skewed Top View: DWG \| DXF W Skewed 3: DWG \| DXF W Top Flange Sloped 2: DWG \| DXF
WM	None for this model	WM View 1: DWG \| DXF WM View 2: DWG \| DXF WM Skewed: DWG \| DXF
WMU	None for this model	None for this model
WNP	None for this model	None for this model
WNP412	None for this model	None for this model
WNP414	None for this model	None for this model
WNPU	None for this model	None for this model
WP	None for this model	WP Skewed: DWG \| DXF
WPU	WPU series: DWG \| DXF WPU sloped down: DWG \| DXF WPU sloped up: DWG \| DXF WPU skewed left and sloped down: DWG \| DXF WPU skewed left and sloped up: DWG \| DXF WPU skewed right and sloped down: DWG \| DXF WPU skewed right and sloped up: DWG \| DXF WPU series front view: DWG \| DXF WPU sloped down front view: DWG \| DXF WPU sloped up front view: DWG \| DXF WPU skewed left and sloped down front view: DWG \| DXF WPU skewed left and sloped up front view: DWG \| DXF WPU skewed right and sloped down front view: DWG \| DXF WPU skewed right and sloped up front view: DWG \| DXF WPU series left view: DWG \| DXF WPU sloped down left view: DWG \| DXF WPU sloped up left view: DWG \| DXF WPU series right view: DWG \| DXF WPU sloped down right view: DWG \| DXF WPU sloped up right view: DWG \| DXF WPU series top view: DWG \| DXF WPU sloped down top view: DWG \| DXF WPU sloped up top view: DWG \| DXF WPU skewed left and sloped down top view: DWG \| DXF WPU skewed left and sloped up top view: DWG \| DXF WPU skewed right and sloped down top view: DWG \| DXF WPU skewed right and sloped up top view: DWG \| DXF	None for this model