Astm e1300 pdf download

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Is this content inappropriate? Report this Document. Flag for inappropriate content. Download now. Related titles. Carousel Previous Carousel Next. Jump to Page. Search inside document. Designation: E — 09a Standard Practice for Determining Load Resistance of Glass in Buildings1 This standard is issued under the fixed designation E ; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision.

E — 09a FIG. E — 09a A2. Glass A2. The deflection is calcu- the true glass thickness, t, as follows: FIG. E — 09a X2. E — 09a X4. E — 09a X6. E — 09a X9. Thanit Thanadirek. Kenny Tournoy. Prabartak Das. Donald Hamilton. Harry Gacutan. Mauricio Riquelme. Amro Ahmad Ali. Hamayet Rasel. Cristiana Gruia-Paun.

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Ricardo Zapata. Link to Active This link will always route to the current Active version of the standard. There is a multi-step process that must be undertaken to help ensure the glass in your sstm is able to resist these loads. The center of the glass deflection will not result in loss of edge support Key Concepts that Address Wind and Snow Load Calculations There are five key concepts that impact the wind and snow load calculations on a project: D Practice for Plastics: The procedures operate under some basic assumptions related to glass fabrication and installation, including:.

Determination and Report of Procedures. Monolithic, laminated and insulating glass constructions made with annealed or heat-treated glass. 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 6mm thick will weigh 2. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

The final thickness and type of glass selected also aetm upon a variety of other factors see 5. The specified design load shall be used for this calculation. If you see condensation on the outside of your low-e glass windows, it means the coating is working properly.

IGUs reduce sound transmission and provide quieter interior spaces. This practice does not apply to glass with surface or edge treatments that reduce the glass strength. Appendix X1 provides additional procedures to determine maximum lateral deflection for glass simply supported on four sides. 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 aatm 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. First, the impact of wind and snow on a building can be significant, which is why the design requirements must be followed carefully. The load share factor, which is the multiplying factor derived from the load sharing asm two lites of equal or different types or thicknesses.

Glass deflections are to be reviewed.