Steel Beam-to-Column Connection – AISC 360-10

the structural design calculations for a welded steel beam-to-column connection according to the specifications in the AISC Steel Construction Manual 360-10. This design package includes detailed checks on the beam flange and web weld capacities, column web tensile and compressive capacities, column web buckling and shear strengths, bolt shear and tension strengths, and other limit states.

Design checks performed:

• Flange weld capacity per AISC J2-4
• Web weld capacity per AISC J2-4
• Column web tensile capacity per AISC J10-2
• Column web compressive capacity per AISC J10-7
• Column web buckling capacity per AISC J10-8
• Column web shear capacity per AISC J10-9
• Bolt shear and tension capacities per AISC J3-2 and J3-1
• Other limits states per AISC 360-10

The provided calculations demonstrate the connection design meets AISC specifications. All capacities exceed demands with detailed step-by-step calculations shown. This complete connection design package follows the specifications of the AISC Steel Construction Manual and is ready to use for your next steel project

Note:

The alculations sheet per AISC specifications, now available in 3 languages – English, Turkish, and Arabic!
AISC spesifikasyonlarına göre hesaplama tablosu artık 3 dilde mevcut – Türkçe, İngilizce ve Arapça!
ورقة حسابات وفقًا لمواصفات AISC متوفرة الآن بثلاث لغات – الإنجليزية والتركية والعربية!