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CCPC Column Cap

Load Tables

  1. Allowable loads have been increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
  2. Post sides are assumed to lie in the same vertical plane as the beam sides.
  3. Downloads are determined using F'c perpendicular equal to 625 psi on seat area; reduce where end bearing value of post, L/R of post, or other criteria are limiting.
  4. See ECC/ECCU for glulam beam sizes and conditions. Add PC to the model, i.e. CC31/4-4PC.
  5. Column caps for end conditions available to order, add an "E" to the start of the model number. See ECC/ECCU Load Table for load values.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
CB88PC No code listing. Please contact us for test data.
CC44PC ESR-2604 ESR-2523 RR25714 FL10860
CC66PC ESR-2604 ESR-2523 RR25714 FL10860
CC68PC ESR-2604 ESR-2523 RR25714 FL10860
CCB46PC No code listing. Please contact us for test data.
CCPCSee specific model numbers for code listings.

ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction

Drawings

Part Orthographic Perspective
CB88PC
CB88 Front View
DWG DXF
CB88 Left View
DWG DXF
CB88 Right View
DWG DXF
CB88 Top View
DWG DXF
None
CC44PC
CC44 Front View
DWG DXF
CC44 Right View
DWG DXF
CC44 Top View
DWG DXF
None
CC66PC
CC66 Front View
DWG DXF
CC66 Right View
DWG DXF
CC66 Installed Perspective View
DWG DXF
CC-GLT Installed Perspective View
DWG DXF
CC-HW Installed Perspective View
DWG DXF
CC-W Installed Perspective View
DWG DXF
CC68PCNone None
CCB46PCNone None
CCPCNone None