Value Collection 37013 Hex Head Bolt 3/4-10 Grade A325 50-pack

Product Description

The VALUE COLLECTION 37013 is a 3/4-10 hex head bolt manufactured from steel to ASTM A325 structural standards. It measures 2.5 inches in length under the head and features partial threading, which is standard for structural bolting applications where a shank grip length is required. The uncoated finish suits applications where galvanic compatibility or field-applied coatings are specified. This fastener is used by ironworkers, structural contractors, and commercial construction crews where high-strength bolting is required under load-bearing conditions.

This bolt is suited for steel-to-steel structural connections in commercial and industrial construction, including beam-to-column connections, base plates, and structural steel framing. The 3/4-10 UNC thread form and Grade A325 material designation make it a commonly specified fastener in structural steel work governed by AISC and RCSC bolt specification requirements. Sold in a pack of 50 units, this bolt is appropriate for job-site quantities on structural steel projects.

Key Features

• 3/4-10 UNC thread size meets standard structural bolting specifications
• 2.5-inch length under head provides sufficient grip length for typical steel connection details
• Steel construction with Grade A325 material designation for high-strength structural use
• Partially threaded shank preserves grip section integrity under shear loading
• Uncoated finish for use where protective coating is applied on-site or not required
• Conforms to ASTM A325 fastener standard

Compatibility

Designed as a standard ASTM A325 structural hex head bolt for steel-to-steel connections in commercial and industrial construction applications requiring high-strength bolting per AISC and RCSC specifications.

Installation Notes

Installation should be performed by qualified ironworkers or structural bolting crews following RCSC Specification for Structural Joints Using High-Strength Bolts. Power down or de-energize any adjacent systems before working in close proximity to energized components. Snug-tighten before applying final pretension using the turn-of-nut, direct tension indicator, or twist-off bolt method as specified by the project engineer. Do not substitute a lower-grade fastener where A325 is specified by the structural drawings.