Archive for the ‘Technical’ Category
Rolled vs Cut Thread Bolts
Thursday, October 20th, 2011Answer: Threads of a mechanical fastener, regardless of whether it is a headed bolt,rod, or bent bolt, can be produced by either cutting or rolling. Read More...
Large Diameter SAE Bolts
Thursday, October 13th, 2011Answer: No, SAE only covers bolts up to and including 1½” diameter. SAE J429 (1999), the specification that covers Grade 2, 5, and 8 fasteners, states, “This SAE standard covers the mechanical and material requirements for inch-series steel bolts, screws, studs, SEMS, and U-bolts used for automotive and related industries in sizes to 1½ in. inclusive.” Read More...
Calculating Yield and Tensile Strength
Monday, October 10th, 2011Question: How do I determine the strength of a specific diameter of bolt?
Answer: In most cases, the strength of a given material used to make a fastener has strength requirements or parameters described as pounds per square inch (psi) or thousands of pounds per square inch (ksi). This is helpful when analyzing what grade of material should be used for a given application, but this doesn’t tell us the actual strength of that diameter of material. In order to calculate the actual strength values of a given diameter, you would use the following formulas:
Read More...Bolt Thread Pitch Series
Thursday, October 21st, 2010Question: What are my thread pitch options when ordering bolts?
Answer:There are several different thread series available for construction fasteners. Below are the three of the most common thread series utilized in the fastener industry.
Coarse Thread Series Unified National Coarse (UNC) – Coarse threads have fewer threads per axial distance than fine threads and a larger thread form relative to the diameter. Read More...ASTM A325 vs. Grade 5 bolts
Tuesday, July 6th, 2010Question: What is the difference between Grade 5 and A325 bolts?
Answer: While these two bolts are virtually identical in terms of chemical and physical strengths and properties, there are several differences between the two. The Grade 5 specification falls under the Society of Automotive Engineers (SAE) classification system, while A325 is an ASTM specification. ASTM A325 bolts are more commonly specified by engineers for use in structural steel connections on heavy construction projects, while SAE Grade 5 bolts are more common in OEM-type applications.
Read More...Differences Between 18-8, 304, and 316 Stainless Steel
Wednesday, June 30th, 2010Question: What are the differences between 18-8, type 304, and type 316 stainless steels?
Answer: To answer this question, you first need to know some basic information about stainless steel. “Stainless Steel” is the general name for a large family of alloy steels that contain at least 10.5% chromium as part of their composition.
Read More...Rules for Reusing Bolts
Tuesday, April 13th, 2010Question: Can a bolt be reused? If so, what grades and in what scenarios?
Answer: A bolt that has already been used in a given application may or may not be reused, depending on the grade, application, and recommendation of the “Engineer of Record”. There is a tremendous amount of conflicting opinions on this subject, but the only definitive published information we can find on this issue from a reputable source is in regards to ASTM A325 and A490 structural bolts.
Read More...Stainless Steel Bolt Differences Explained
Friday, March 19th, 2010Question: What are the differences between hex bolts ordered as type 304 stainless steel, A193 Grade B8, and F593 Group 1 (type 304 stainless)?
Answer: Hex bolts are often ordered as a type 304 stainless and not to a specific ASTM specification. When bolts are ordered under the raw material grade (type 304) and not to an ASTM fastener specification, there are no specific requirements other than that they meet the chemical and physical requirements of 304 stainless steel and ASME B18.2.1 dimensional requirements for hex bolts.
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