Wood Construction Connectors 2006 Catalog by Simpson Strong-TieView 13 Pages seismic uplift ties by Simpson Strong-Tie [Page 12] - (133) and (160) D Code Ref. own (100) Uplift F1 F2 EPB44A 3 3 2 8-16d 1100 815 ... for forces generated from wind and seismic events. Specifically, the codes allowed ... increase when designing for wind and seismic forces. However, the latest editions of ... steel. The majority of Simpson Strong-Ties products were not affected, since their ... No.: This is the Simpson product name. Uplift Down Lateral Dimensions W, L, H: This ... wood, such as 1.33 or 1.6 for wind or seismic loading, with no further stress ... [Page 23] - for short-term loading. 2.For uplift loads, provide attachment from mudsill ... attached to stud has loads of 435 lbs (uplift), 700 lbs (parallel to plate) and 240 ... Parallel loads as listed. For reduced uplift loads, contact Simpson. 6.LMA installed ... and perpendicular loads. For reduced uplift contact Simpson. 7. NAILS: 10dx1 0.148 ... Allowable Loads 1 (160) Sides Total Top Uplift 2 Parallel to Plate (F1) Perp to Plate ... to Plate (F1) Perp to Plate (F2) Uplift 2 MAS 2x4,6 3x4,6 2-10dx1 4-10dx1 ... the MAS anchor can be used in high seismic zones in lieu of the code required bolt ... Sides Total Allowable Loads (133) Uplift MASB 2x4,6,8 45 170 755 F1 295 720 F2 ... 25 260 Allowable Loads (160) Uplift 45 755 F1 295 785 F2 25 260 MAS 2x4,6 ... |
