RIVETS 7-19 1830 Ellsworth Industrial Dr NW, Atlanta, GA 30318 | 800.556.3967 | momar.com RIVETS – Structural All trademarks and brand names are the property of their respective owners. See back page for copyright details. Tigerbolt® Structural Rivets – External Locking Steel Body/Steel Mandrel • Locking feature is visible after the rivet is installed • The mandrel is retained within the shear plane providing high strength under shear loads • The external lock ensures positive mandrel retention which results in high strength under tensile loads • Typically used in manufacturing or truck body repair • Interchangeable with Monobolts® • A special nosepiece is required to install External Locking Structural Rivets • Head diameter is twice the body diameter, providing adequate bearing for nearly all applications Dome Head Dia. (Inches) Grip Range (Inches) Industry Size No. Hole Size (Inches) Drill Size Head Dia. (Inches) Head Height (Inches) Body Length (Inches) Shear Strength (Lb.) Tensile Strength (Lb.) Item No. Pkg. Qty. 3/16 0.125 – 0.437 66 0.191 – 0.201 #10 0.325 – 0.360 0.070 0.486 1,300 1,000 NS159358 50 1/4 0.125 – 0.500 88 0.261 – 0.276 G 0.420 0.070 0.547 2,675 2,360 NS159359 50 • Ideal for applications where a flush appearance is required 100° Countersunk Head Dia. (Inches) Grip Range (Inches) Industry Size No. Hole Size (Inches) Drill Size Head Dia. (Inches) Head Height (Inches) Body Length (Inches) Shear Strength (Lb.) Tensile Strength (Lb.) Item No. Pkg. Qty. 3/16 0.062 – 0.250 64 0.194 – 0.204 #10 0.400 0.090 0.297 1,438 1,147 NS159360 50 0.062 – 0.250 64 0.194 – 0.204 #10 0.400 0.090 0.297 1,438 1,147 NS159789 500 0.062 – 0.437 67E 0.194 – 0.204 #10 0.400 0.090 0.360 1,438 1,147 NS159361 50 0.062 – 0.437 67E 0.194 – 0.204 #10 0.400 0.090 0.360 1,438 1,147 NS159362 500 1/4 0.080 – 0.375 86 0.261 – 0.276 G 0.530 0.117 0.422 2,675 2,360 NS159363 50 0.080 – 0.375 86 0.261 – 0.276 G 0.530 0.117 0.422 2,675 2,360 NS159364 500 0.080 – 0.625 810E 0.261 – 0.276 G 0.530 0.117 0.485 2,675 2,360 NS159365 50 0.080 – 0.625 810E 0.261 – 0.276 G 0.530 0.117 0.485 2,675 2,360 NS159366 500 Stainless Steel Body/Stainless Steel Mandrel Tigerbolt® Structural Rivets – External Locking • Locking feature is visible after the rivet is installed • The mandrel is retained within the shear plane providing high strength under shear loads • The external lock ensures positive mandrel retention which results in high strength under tensile loads • Typically used in manufacturing or truck body repair • Interchangeable with Monobolts® • A special nosepiece is required to install External Locking Structural Rivets • Head diameter is twice the body diameter, providing adequate bearing for nearly all applications Dome Head Dia. (Inches) Grip Range (Inches) Industry Size No. Hole Size (Inches) Drill Size Head Dia. (Inches) Head Height (Inches) Body Length (Inches) Shear Strength (Lb.) Tensile Strength (Lb.) Item No. Pkg. Qty. 3/16 0.062 – 0.250 64 0.194 – 0.204 #10 0.400 0.090 0.375 1,438 1,146 NS159353 50 0.062 – 0.250 64 0.194 – 0.204 #10 0.400 0.090 0.375 1,438 1,146 NS159786 500 0.062 – 0.437 67E 0.194 – 0.204 #10 0.400 0.090 0.437 1,438 1,146 NS159354 50 0.062 – 0.437 67E 0.194 – 0.204 #10 0.400 0.090 0.437 1,438 1,146 1557941 500 1/4 0.080 – 0.375 86 0.261 – 0.276 G 0.530 0.117 0.500 2,630 2,360 NS159355 50 0.080 – 0.375 86 0.261 – 0.276 G 0.530 0.117 0.500 2,630 2,360 NS159787 500 0.080 – 0.625 810E 0.261 – 0.276 G 0.530 0.117 1.195 2,630 2,360 NS159356 50 0.080 – 0.625 810E 0.261 – 0.276 G 0.530 0.117 1.195 2,630 2,360 NS159788 500 WARNING: Cancer and Reproductive Harm – www.P65Warnings.ca.gov.
Handyman Catalog
| Title Name |
Pages |
Delete |
Url |
| Empty |
Ai generated response may be inaccurate.
Search Text Block
Page #page_num
#doc_title
Hi $receivername|$receiveremail,
$sendername|$senderemail wrote these comments for you:
$message
$sendername|$senderemail would like for you to view the following digital edition.
Please click on the page below to be directed to the digital edition:
$thumbnail$pagenum
$link$pagenum
Your form submission was a success.
Downloading PDF
Generating your PDF, please wait...
This process might take longer please wait