ASTM E1300 PDF

New Provisions in ASTM e‐ A comparison of the Basic and New Analytical Procedures for Determining the. Load Resistance of. ASTM E Standard Practice for Determining Load Resistance of Glass in Buildings Book of Standards Volume American Society for. ASTM E is the main source of technical information for architects and other design professionals to determine the right glass thickness and type to meet a.

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How much does glass weigh? The thermal barrier makes interior spaces more comfortable as it is easier to maintain a consistent indoor environment. Appendix X3 presents a procedure to compute approximate probability of breakage for annealed AN asm glass lites simply supported on four sides.

Invalid Email Address Message: Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Start with the glass dimensions and the specified design loading. Related posts you may also enjoy. If the load resistance is less than the specified design loading, or if the center of glass deflection is excessive, then the trial design needs to be modified and re-tested.

The surface condition of the glass doesn’t have any significant damage. Historical Version s – view previous versions of standard. Insulated Glass Units are made with two or more lites of glass with a hermetically sealed space filled with dry air or insulating gas. Pure glass is incredibly strong — it only scratches or breaks because of imperfections that can occur during the manufacturing astmm.

Determination and Report of Procedures. The word window e1300 from a Norse term translated “wind eye”, for “eye on the weather. Glass 6mm thick will weigh 2. It also weighs the same.

Invalid Email Address From Name: Link to Active This link will always route to the current Active version of the standard.

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The relative strength of glass for a given thickness, width, height and number of supported edges. Appendix X1 and Appendix X2 provide additional asmt to determine maximum lateral deflection for glass simply supported on four sides.

Accommodating for wind and snow is one of the important upfront considerations in the design and specification process. Designing Glass to Resist Wind and Snow Loads Accommodating for wind and snow is one of the important upfront considerations in the design and specification process. For conversion of quantities in various systems of measurements to SI units refer to Practice E IGUs reduce the likelihood of interior condensation forming by providing a thermal barrier between the inside and the outside.

First, the impact of wind and snow on a building can be e130, which is why the design requirements must be followed carefully. This practice assumes that 1 the supported glass edges for two, three, and four-sided support conditions are simply supported and free to slip in plane; 2 glass supported on two sides acts as a simply supported beam; and 3 glass supported on one side acts as a cantilever.

ASTM E – 00 Standard Practice for Determining Load Resistance of Glass in Buildings

The final thickness and type of glass selected also depends upon a variety of other factors see 5. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

It is the responsibility of the e11300 of this standard to satm appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Typically all four sides are supported in a framed window or a four-sided Structural Silicone Glazing. This practice assumes that 1 the supported glass edges for two, three, and four-sided support conditions are simply supported and free to slip in plane; 2 glass supported on two sides acts asgm a simply supported beam; and 3 glass supported on one side acts as a cantilever.

The values given in parentheses are for information only.

The sstm type factor, which is the multiplying factor for adjusting the load resistance of different glass types. For conversion of quantities in various systems of measurements to SI units, refer to SI The assumptions and calculations result in these basic design procedures that should be followed:.

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Designing Glass to Resist Wind and Snow Loads

D Practice for Plastics: Active view current version of standard. This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural glass members, and glass shelves. Link to Active This link will always route to the current Active version of the standard.

The final thickness and type of glass selected also depends upon a variety of other factors see 5. Thermal or insulation improvements achieved with an IGU work day and night in both summer and winter conditions, reducing heat entry and heat loss.

Astm e 1300

These factors include but are not limited to: The values given in parentheses are for mathematical conversions to inch-pound units that are provided for information only and are not considered standard.

The design load needs to be in psf or kPa. Referenced Documents purchase separately The documents 1e300 below are referenced within the subject standard but are not provided as part of the standard. The number of glass edges supported. The specified design load shall be used for this calculation.

Insulated glass units or double glazed units are a significantly more energy efficient glazing system than single glazing. Work Item s – proposed revisions of this standard. The load share factor, which is the multiplying factor derived from the load sharing between two lites of equal or different types or thicknesses.

Glass Education Center The single source for information on designing, specifying and building with xstm glass.