ConCore Panel Bare
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Key Performance Characteristics

  • Panel weight : 58.5kg/m² bare.
  • All steel welded construction filled internally with a cementitious core material.
  • Protected from corrosion by a powder paint finish.
  • Class A flame spread rating.
  • Non-combustible material.

ConCore 3000 datasheet

ConCore 3000 Datasheet

Product Information

Understructure
Design Loads
Minimum Ultimate Loads
Safety Factor
Rolling Loads
10,000 passes
Impact loads

2" Deep Bolted Stringer 

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*All tests are performed using CISCA's Recommended Test Procedures for Access Floors with the exception of Design Load

1. System Design Load is based on permanent set ≤ 0.010” and is verified by loading panels in accordance with the CISCA concentrated load method but with panels installed on actual understructure instead of steel blocks. (Testing on blocks does not represent performance of an actual installation.) Ultimate, Rolling, and Impact Load tests are performed using CISCA Test Procedures.
2. Safety Factor is Ultimate Load divided by Design Load. 

13.3kN

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*All tests are performed using CISCA's Recommended Test Procedures for Access Floors with the exception of Design Load

1. System Design Load is based on permanent set ≤ 0.010” and is verified by loading panels in accordance with the CISCA concentrated load method but with panels installed on actual understructure instead of steel blocks. (Testing on blocks does not represent performance of an actual installation.) Ultimate, Rolling, and Impact Load tests are performed using CISCA Test Procedures.
2. Safety Factor is Ultimate Load divided by Design Load. 

Static Loads 26.7kN

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*All tests are performed using CISCA's Recommended Test Procedures for Access Floors with the exception of Design Load

1. System Design Load is based on permanent set ≤ 0.010” and is verified by loading panels in accordance with the CISCA concentrated load method but with panels installed on actual understructure instead of steel blocks. (Testing on blocks does not represent performance of an actual installation.) Ultimate, Rolling, and Impact Load tests are performed using CISCA Test Procedures.
2. Safety Factor is Ultimate Load divided by Design Load. 

(min 2.0) PASS

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*All tests are performed using CISCA's Recommended Test Procedures for Access Floors with the exception of Design Load

1. System Design Load is based on permanent set ≤ 0.010” and is verified by loading panels in accordance with the CISCA concentrated load method but with panels installed on actual understructure instead of steel blocks. (Testing on blocks does not represent performance of an actual installation.) Ultimate, Rolling, and Impact Load tests are performed using CISCA Test Procedures.
2. Safety Factor is Ultimate Load divided by Design Load. 

10 passes- 12.01kN

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*All tests are performed using CISCA's Recommended Test Procedures for Access Floors with the exception of Design Load

1. System Design Load is based on permanent set ≤ 0.010” and is verified by loading panels in accordance with the CISCA concentrated load method but with panels installed on actual understructure instead of steel blocks. (Testing on blocks does not represent performance of an actual installation.) Ultimate, Rolling, and Impact Load tests are performed using CISCA Test Procedures.
2. Safety Factor is Ultimate Load divided by Design Load. 

10.7kN

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*All tests are performed using CISCA's Recommended Test Procedures for Access Floors with the exception of Design Load

1. System Design Load is based on permanent set ≤ 0.010” and is verified by loading panels in accordance with the CISCA concentrated load method but with panels installed on actual understructure instead of steel blocks. (Testing on blocks does not represent performance of an actual installation.) Ultimate, Rolling, and Impact Load tests are performed using CISCA Test Procedures.
2. Safety Factor is Ultimate Load divided by Design Load. 

0.88kN

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*All tests are performed using CISCA's Recommended Test Procedures for Access Floors with the exception of Design Load

1. System Design Load is based on permanent set ≤ 0.010” and is verified by loading panels in accordance with the CISCA concentrated load method but with panels installed on actual understructure instead of steel blocks. (Testing on blocks does not represent performance of an actual installation.) Ultimate, Rolling, and Impact Load tests are performed using CISCA Test Procedures.
2. Safety Factor is Ultimate Load divided by Design Load. 

Product Resources & Downloads

Technical Documents
Finish Option
Understructure Options
Download our Brochure

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