Product Overview & Benefits – Foundation Piling
…form for cast-in-place concrete piles. Produced to ASTM A252, Grades 1, 2 and 3, pipe piles are available in diameters ranging from 8 ⅝” to 20”. Benefits of Foundation Piling…
…form for cast-in-place concrete piles. Produced to ASTM A252, Grades 1, 2 and 3, pipe piles are available in diameters ranging from 8 ⅝” to 20”. Benefits of Foundation Piling…
…coefficient of expansion — infrequent need for expansion fittings Impact resistant — high tensile strength Non-combustible Adaptable to future wiring changes Low life-cycle costs Recyclable (For more documentation, click here.)…
…to overall flexural buckling (i.e. has a high KL/r) and fails by Euler buckling, computing an effective (reduced) yield stress – method (b) – that satisfies the local buckling requirement,…
…24 Both a. and b. Neither a. nor b. HSS connections must often meet certain limits of applicability to use AISC 360-16’s Chapter K equations.* True False Which of the…
Hollow structural sections (HSS) continue to surge in popularity due to benefits such as design versatility, high strength-to-weight ratio, and increasing availability. To ensure engineers, architects, fabricators and anyone involved…
…with STI’s Webinars On Demand! You can watch recorded webinars on topics including HSS connections, AESS, welding, seismic, sustainability and more. Then, take the 10-question quiz to earn your PDH. …
Get the information you need to install steel rigid metal conduit (RMC), steel intermediate metal conduit (IMC) and steel electrical metallic tubing (EMT). Click the links below to review specific…
…availability of round HSS shapes. Rounds, much like their rectangular (and square) counterparts, come in many outside dimension and wall thickness combinations. It’s unreasonable to expect that every service center…
…(K2-17), (K2-18), (K2-19), (K2-20) and (K2-21); then multiply the resulting connection available strength by π/4. Equation (K2-22) requires no modification. The Limits of Applicability are generally those in Table K2.2A…
…= resistance factor Ω = safety factor η, η/ = nominal, effective connection length ratio (η = lb/D, η/ = lb/ /D) for longitudinal plates Ө = included angle of…