Iron Engineering FAQs
Prices will vary with project size and complexity. We get small project requests that can sometimes be accomplished for under $1,000. A typical one-story retail building is usually between $2,000 and $4,000. Large projects with BIM can quickly get into the tens of thousands of dollars.
You are not allowed to use the capacities listed for a manufacturer’s clip by cutting a similar shape out of angle stock. Using a cut angle stock for a clip will require that your engineer calculate its capacity.
Most studs are cut to length that is requested by a supply yard or a customer. Many drywallers order studs cut to the exact length required at the job site to avoid waste and additional cutting. Tracks, however, are stocked standard at 10-feet.
The code does not prohibit knockouts from jambs, headers, or sills. However, they do have limitations on the proximity of the knockout to the connections. Using studs with knockouts requires careful planning when cutting to avoid having the knockout land near the connection.
Sheathing can often (not always) be used in lieu of bridging along the lengths of the stud for non-load bearing walls (exterior curtain wall).
Besides site-specific restrictions, it really comes down to personal preference. For 8-inch studs, U-Channel w/ Clark Dietrich’s Fastbridge Clip is the preferred method of bracing 8-inch studs based upon our experience and feedback with contractors.
Metal studs aren’t symmetric. They are c-shaped. This asymmetry makes the stud want to twist when it’s loaded and bridging/bracing prevents that twist.
The capacity of a stud depends on many variables. The stud size, height, gauge, bracing condition, and lateral load (wind) will all have an effect on the stud capacity. A structural engineer should be consulted to determine a metal stud wall capacity.
The capacity of a stud depends on many variables. The stud size, height, gauge, bracing condition, and lateral load (wind) will all have an effect on the stud capacity. A structural engineer should be consulted to determine a metal stud wall capacity.
A structural stud is meant for use to resist environmental loads (dead, live, wind, snow, or earthquake). They usually have wider flanges and thicker galvanizing. Non-structural studs or ‘interior’ studs are meant for non-load bearing demising walls with gypsum sheathing.