Unistrut P9010 Telestrut Multi Grip Rivet Electro-Galvanized - P9010-EG
Sku:
P9010-EG
UOM: EA
Product Details
The Telestrut P9010 Telestrut Multi-Grip Rivet is designed to make a secure connection between telescoped sections of P9000 and P9200 Telestrut Square Tubing. The rivet is placed through both holes then tapped with a hammer to expand the length of the rivet inside the tubing. This creates a secure and tamper resistant connection. Electrogalvanized finish.
Unistrut Buffalo is a division of Eberl Iron Works, Inc.
| SKU | P9010-EG |
|---|---|
| EAN | 0786364896250 |
| Pack Size | Each |
| UOM | EA |
| UPC | 786364896250 |
| Brand | Unistrut |
MATERIAL
TELESTRUT is accurately and carefully cold formed to size from low-carbon strip steel.
STEEL: PLAIN
12 Ga. (2.7 mm), ASTM A1011 SS GR 33
STEEL: PRE-GALVANIZED
12 Ga. (2.7 mm), ASTM A653 GR 33
FINISHES
Telestrut available in:
- Plain (PL)
- Pre-Galvanized (PG)
- Perma Green Coat (GR)
*** Perma Green finish is a commercial grade finish, and as such scuffs and scratch marks are to be expected. If a flawless finish is desired, it is recommended to apply a matching touch up paint ***
Fittings are available in:
- Green Powder Coat (GR), conforming to commercial standards for Powder Coating
- Electro-galvanized (EG), conforming to ASTM B633 Type III SC1
- Hot-dipped Galvanized (HG), conforming to ASTM A153
- Plain (PL)
DIMENSIONS
Imperial dimensions are illustrated in inches. Metric dimensions are shown in parenthesis or as noted. Unless noted, all metric dimensions are in millimeters and rounded to one decimal place.
DESIGN BOLT TORQUE
| Bolt Size | 1/4"-20 | 5/16"-18 | 3/8"-16 | 1/2"-13 | 5/8"-11 | 3/4"-10 |
|
Rec. Torque Ft/Lbs (N•m) |
6 (8) |
11 (15) |
19 (25) |
50 (68) |
100 (136) |
125 (170) |
|
Max Torque Ft/Lbs (N•m) |
7 (9) |
15 (20) |
25 (34) |
70 (95) |
125 (170) |
135 (183) |
DESIGN LOAD
Load tables and charts are constructed to be in accordance with the SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 2007 EDITION published by the AMERICAN IRON AND STEEL INSTITUTE USING ASD METHOD.
| Type of Load | Safety Factor to Yield Strength |
| Beam Loads | 1.67 |
| Column Loads | 1.80 |
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