ASTM F2248 PDF

¼” screws at four jamb corners – screws bending corners screws bending. – tearing in frame wall at connections pushing limits of ASTM F □ Minimal. ASTM F Standard Practice for Specifying an Equivalent 3-Second Duration Design Loading for Blast Resistant Glazing Fabricated with. Mullion/Frame Design – Allowable Stress Design. ▫ Design Load = Equivalent 3 second design load ASTM F ▫ Info Required –. ▫ 1) Level of Protection.

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The width of glazing tape shall be at least equal to two times but not more than four times the thickness designation of 2f248 glass to which it adheres. The fasteners that attach the framing system that supports the glazing to the structural framing system shall be designed to resist a uniform load acting on the blast resistant glazing that has a magnitude of at least:.

Values given in parentheses are for information only. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Work Item s – proposed revisions of this standard. Blast testing has shown that use of fully tempered glass plies, when fractured during a blast event, have poorer post blast performance than annealled or heat strengthened glass plies.

From Wikipedia, the free encyclopedia. The width of silicone or glazing tape is referred to as bite and is shown and discussed in Guide C This page was last edited on 28 Marchat Laminated glass fabricated with fully tempered glass plies has a tendency to leave the supporting glazing system frame after fracture whereas laminated glass fabricated with annealed or heat strengthened glass plies will remain in the frame and absorb remaining load through tensile membrane behavior.

Blast testing has shown that use of fully tempered glass plies, when fractured during a blast event, have poorer post blast performance than annealled or heat strengthened glass plies.

Referenced Documents purchase separately The documents listed f228 are referenced within the subject standard but are not provided as part of the standard. Values given in parentheses are for information only. The system shall be designed to ensure that the glazing fails prior to the framing system that supports the glazing and its attachment to the structural xstm system.

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As a minimum, insulating glass shall use laminated glass for the inboard protected side lite. The standard explain different methods to check the thickness and type f22248 blast resistant glazing fabricated with laminated glass to glaze a fenestration.

ASTM F 2248

This standard was published by Ast F14 which is a committee specializes about on systems products and services. Glass plies used to construct laminated glass are recommended to be either annealed or heat strengthened glass. Active view current version of standard. Link to Active This link will always route to the current Active version of the standard.

The fasteners that attach the framing system that supports the glazing to the structural framing system shall be designed to resist a uniform load acting on the blast resistant glazing that has a magnitude of at least: Views Read Edit View history. As a minimum, insulating glass shall use laminated glass for the inboard protected side lite.

The main keywords to present this standard are air blast pressure, blast resistant glazing, explosion, insulating glass, and laminated glass.

The standard explain different methods to check the thickness and type of blast resistant glazing fabricated with laminated glass to glaze a fenestration The main keywords to present this standard are air blast pressure, blast resistant glazing, explosion, insulating glass, and laminated glass.

ASTM International which was funded inis an international standards developing organization that develops and publishes standards for a wide range of materials, products, systems, and services. The fasteners that attach the framing system that supports the glazing to the structural framing system shall be designed to resist a uniform load acting on the blast resistant glazing that has a magnitude of at least:.

The width of silicone or glazing tape is referred to as bite and is shown and discussed in Guide C It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Glass plies used to construct laminated glass are recommended to be either annealed or heat strengthened glass.

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The width of glazing tape shall be at least equal to two times but not more than four times the thickness designation of the glass to which it adheres.

Work Item s – proposed revisions of this standard. Historical Version s – view previous versions of standard.

ASTM F – Wikipedia

ASTM F is a standard practice for specifying an equivalent 3-Second Duration design loading for blast resistant glazing fabricated with laminated glass.

Retrieved from ” https: The system shall be designed to ensure that the glazing fails prior to the framing system that supports the glazing and its attachment to the structural framing system.

It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Use of the annealed or heat strengthened glass plies will also reduce the amount of load transferred into the structure.

The awtm that attach the framing system that supports the glazing to the structural framing system shall be designed to resist a uniform load acting on the blast resistant glazing that has a magnitude of at least: By using this site, you agree to the Terms of Use and Privacy Policy. Link to Active This link will always route to the current Active version of the standard. Laminated glass fabricated with fully tempered glass plies has a tendency to leave the supporting glazing system frame after fracture whereas laminated glass fabricated with annealed or heat strengthened glass plies will remain in the frame and absorb remaining load through tensile membrane behavior.

Use of the annealed or heat strengthened glass plies will also reduce the amount of load transferred into the structure.