{"id":422254,"date":"2024-10-20T06:40:21","date_gmt":"2024-10-20T06:40:21","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/astm-e2126-10\/"},"modified":"2024-10-26T12:29:35","modified_gmt":"2024-10-26T12:29:35","slug":"astm-e2126-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/astm\/astm-e2126-10\/","title":{"rendered":"ASTM-E2126"},"content":{"rendered":"<\/p>\n
1.1 These test methods are designed to evaluate the shear stiffness, shear strength, and ductility of a wall assembly, including applicable shear connections and hold-down connectors, under quasi-static cyclic (reversed) load conditions.<\/p>\n
1.2 These test methods are intended for wall assemblies constructed from wood or metal framing with solid sheathing or other bracing methods.<\/p>\n
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. 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.<\/i><\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | Scope Referenced Documents Terminology <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Summary of Test Method Significance and Use Wall Assembly Test Setup Procedure FIG. 1 FIG. 2 <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | FIG. 3 <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | FIG. 4 FIG. 5 FIG. 6 <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Calculation Report TABLE 1 TABLE 2 <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Precision and Bias Keywords FIG. 7 <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | X1. DETERMINATION OF FIRST MAJOR EVENT X1.1 X2. SELECTION OF CYCLING METHOD X2.1 Selection of Method of A Versus Method B REFERENCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" E2126-02a Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Framed Walls for Buildings<\/b><\/p>\n |