Steel Pinned Base Plate Design – AISC 360-10

he structural design calculations for a pinned steel base plate connection according to the specifications in the AISC Steel Construction Manual 360-10. This design package includes detailed checks on the base plate capacity for axial, tensile and shear loads, anchor bolt strengths, weld capacities, and combined loading effects.

Design checks performed:

• Base plate thickness and area per AISC J10-3
• Base plate flexural capacity per AISC J10-3
• Anchor bolt steel tensile capacity per AISC J3-1
• Anchor bolt concrete breakout per ACI 318-14
• Anchor bolt concrete pullout per ACI 318-14
• Anchor bolt shear capacities per ACI 318-14
• Combined loading interaction per AISC I8-5

The provided calculations demonstrate the base plate design meets AISC and ACI specifications. All capacities exceed demands with detailed step-by-step calculations shown. This complete pinned base plate design package follows the specifications of the AISC Steel Construction Manual and ACI 318 and is ready to use for your next steel project.