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Load Tables

Typical RC Installation
  1. Allowable loads are for DFL ripper members.
  2. Uplift loads have been increased for wind or earthquake loading with no other increase allowed. Reduce where other loads govern.
  3. Designer to consider stability/blocking requirements for system, if necessary.
  4. Spacing of RC per Designer.
  5. NAILS: 10d x 1 1/2 = 0.148" dia. x 1 1/2" long. See other nail sizes and information.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
RCSee specific model numbers for code listings.
RC1.56No code listing: Please contact us for test data.
RC1.81No code listing: Please contact us for test data.
RC2.1No code listing: Please contact us for test data.

Drawings

Part Orthographic Perspective
RC1.56
RC1.56 Front View
DWG DXF
RC1.56 Right View
DWG DXF
RC1.56 Top View
DWG DXF
None
RC1.81
RC1.81 Front View
DWG DXF
RC1.81 Right View
DWG DXF
RC1.81 Top View
DWG DXF
RC1.81 Installed Perspective View
DWG DXF
RC2.1
RC2.1 Front View
DWG DXF
RC2.1 Right View
DWG DXF
RC2.1 Top View
DWG DXF
None