HI37 Grating Uniform Load Chart - Fibergrate

1 | 800-527-404314HI37 Grating Uniform Load ChartHI37 pultruded SERIES Uniform LOAD TABLE - DEFLECTIONS IN INCHESCLEAR SPAN (in)STYLELOAD (psf)MAXIMUM RECOM. LOAD (psf)ULTIMATE CAPACITY (psf)100200300400500600700800900100012HI 3710< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < 21006300length of panelNOTES:1. The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 3:1 factor of safety on ULTIMATE ULTIMATE CAPACITY represents a complete and total failure of the Grating .

2 Values are provided to illustrate the reserve strength of the Grating at a given span and are NOT to be used for design. Functionality of Grating is limited to MAX RECOMMENDED LOAD. 3. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient temperatures only. Allowable loads for impact conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in added deflection due to creep in the material and will also require higher safety factors to ensure acceptable performance. For applications at elevated temperatures, consult factory. The designer is further referenced to ASCE Structural Plastics Design Fibergrate does not recommend this product for turning wheel loads. If these conditions are expected, contact Fibergrate Fibergrate recommends a maximum deflection of " for this product under normal loading conditions.

3 The use of L/500 may be required by certain construction codes. Check code requirements to determine design All gratings were tested in accordance with the ANSI Standard: FRP Composites Grating Manual for pultruded and Molded Grating and Stair | 800-527-404315length of panelHI37 Grating Concentrated Line Load ChartHI37 pultruded SERIES LINE LOAD TABLE - DEFLECTIONS IN INCHESCLEAR SPAN (in)STYLE LOAD (LBS/FT of Width)MAXIMUM RECOM. LOAD (lbs/ft)ULTIMATE CAPACITY (lbs/ft)10020030050010002000300040005000 600012HI3710< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < 420012700HI3715< < < < < < < < < < < < < < < < < 340010200HI3715< < < < < < < < < < < < < 680020600HI3720< < < < < < < < < 580017600HI3720< < < < < < 990029700HI3725< < < < 910027400HI3725< < < 1040031200HI3730< 940028400HI3730< 840025300 NOTES:1.

4 The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 3:1 factor of safety on ULTIMATE ULTIMATE CAPACITY represents a complete and total failure of the Grating . Values are provided to illustrate the reserve strength of the Grating at a given span and are NOT to be used for design. Functionality of Grating is limited to MAX RECOMMENDED LOAD. 3. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient temperatures only. Allowable loads for impact conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in added deflection due to creep in the material and will also require higher safety factors to ensure acceptable performance. For applications at elevated temperatures, consult factory. The designer is further referenced to ASCE Structural Plastics Design Fibergrate does not recommend this product for turning wheel loads.

5 If these conditions are expected, contact Fibergrate Fibergrate recommends a maximum deflection of " for this product under normal loading conditions. The use of L/500 may be required by certain construction codes. Check code requirements to determine design All gratings were tested in accordance with the ANSI Standard: FRP Composites Grating Manual for pultruded and Molded Grating and Stair | 800-527-404316HI47 Grating Uniform Load ChartHI47 pultruded SERIES Uniform LOAD TABLE - DEFLECTIONS IN INCHESCLEAR SPAN (in)STYLELOAD (psf)MAXIMUM RECOM. LOAD (psf)ULTIMATE CAPACITY (psf)100200300400500600700800900100012HI 4710< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < 17005300length of panelNOTES:1.

6 The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 3:1 factor of safety on ULTIMATE ULTIMATE CAPACITY represents a complete and total failure of the Grating . Values are provided to illustrate the reserve strength of the Grating at a given span and are NOT to be used for design. Functionality of Grating is limited to MAX RECOMMENDED LOAD. 3. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient temperatures only. Allowable loads for impact conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in added deflection due to creep in the material and will also require higher safety factors to ensure acceptable performance. For applications at elevated temperatures, consult factory. The designer is further referenced to ASCE Structural Plastics Design Fibergrate does not recommend this product for turning wheel loads.

7 If these conditions are expected, contact Fibergrate Fibergrate recommends a maximum deflection of " for this product under normal loading conditions. The use of L/500 may be required by certain construction codes. Check code requirements to determine design All gratings were tested in accordance with the ANSI Standard: FRP Composites Grating Manual for pultruded and Molded Grating and Stair | 800-527-404317length of panelHI47 Grating Concentrated Line Load ChartHI47 pultruded SERIES LINE LOAD TABLE - DEFLECTIONS IN INCHESCLEAR SPAN (in)STYLE LOAD (LBS/FT of Width)MAXIMUM RECOM. LOAD (lbs/ft)ULTIMATE CAPACITY (lbs/ft)10020030050010002000300040005000 600012HI4710< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < 350010700HI4715< < < < < < < < < < < < < < < < 28008500HI4715< < < < < < < < < < < < 570017300HI4720< < < < < < < < 490014800HI4720< 950028600HI4725< < < < < 830025000HI4725< < < 770023100HI4725< 1010030400HI4730< < 870026300HI4730< 710021300 NOTES:1.

8 The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 3:1 factor of safety on ULTIMATE ULTIMATE CAPACITY represents a complete and total failure of the Grating . Values are provided to illustrate the reserve strength of the Grating at a given span and are NOT to be used for design. Functionality of Grating is limited to MAX RECOMMENDED LOAD. 3. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient temperatures only. Allowable loads for impact conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in added deflection due to creep in the material and will also require higher safety factors to ensure acceptable performance. For applications at elevated temperatures, consult factory. The designer is further referenced to ASCE Structural Plastics Design Fibergrate does not recommend this product for turning wheel loads.

9 If these conditions are expected, contact Fibergrate Fibergrate recommends a maximum deflection of " for this product under normal loading conditions. The use of L/500 may be required by certain construction codes. Check code requirements to determine design All gratings were tested in accordance with the ANSI Standard: FRP Composites Grating Manual for pultruded and Molded Grating and Stair | 800-527-404318HI58 Grating Uniform Load Chart NOTES:1. The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 3:1 factor of safety on ULTIMATE ULTIMATE CAPACITY represents a complete and total failure of the Grating . Values are provided to illustrate the reserve strength of the Grating at a given span and are NOT to be used for design. Functionality of Grating is limited to MAX RECOMMENDED LOAD.

10 3. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient temperatures only. Allowable loads for impact conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in added deflection due to creep in the material and will also require higher safety factors to ensure acceptable performance. For applications at elevated temperatures, consult factory. The designer is further referenced to ASCE Structural Plastics Design Fibergrate does not recommend this product for turning wheel loads. If these conditions are expected, contact Fibergrate Fibergrate recommends a maximum deflection of " for this product under normal loading conditions. The use of L/500 may be required by certain construction codes. Check code requirements to determine design All gratings were tested in accordance with the ANSI Standard: FRP Composites Grating Manual for pultruded and Molded Grating and Stair of panelHI58 pultruded SERIES Uniform LOAD TABLE - DEFLECTIONS IN INCHESCLEAR SPAN (in)STYLELOAD (psf)MAXIMUM RECOM.