WebbSimpson provides some useful tables in the back of the connector catalog with allowable tension and compression loads for a variety of sizes, heights, and species of posts. 6. Select holdowns for the tensions loads and verify post sizes are sufficient. Webb15 dec. 2024 · Simpson Hold-down Nominal Capcities. We are doing an ASCE 41-13 upgrade to a wood building and need to add hold-downs to the ends of some shear walls to resolve the overturning forces. All Simpson holdown values published are allowable loads and we need to convert them to the nominal value. Does anyone have any references on …
Retrofitting an Engineered Shear Panel - Bay Area Retrofit
WebbThe PA-18 is used when the distance between top of footing and top of floor elevation is between 12 and 18 inches. Due to limitations on the availability of concrete drill bit lengths, the PA cannot be used when the distance between top of footing and finished floor elevation is greater than 18 inches. In those instances, we recommend using the ... WebbEarthquake Preparation & Recovery Resources. Building safety is a primary concern of the City of Hillsboro Building Department. The department has been enforcing seismic design standards for all new buildings, additions and alterations since 1974 when the State adopted the Uniform Building Code. We understand that you have questions about the ... flap pocket cord pants
Holdowns and Tension Ties Simpson Strong-Tie
Webb6" Simpson SDS screws or equivalent through blocking into header 11/4" nuts and washers Existing stem-wall foundation, mudsill, 2x8 joists, and 5/8" sublfoor Soffit Existing opening Steel shear panel Existing shear wall removed 30" Soffit 18'-6" vaulted ceiling 8'-0" rough opening Existing drywall and plywood cut back Two hold-down bolts per ... Webb23 mars 2024 · Simpson Strong-Tie® Anchor Designer™ is the latest anchorage design tool for structural engineers to satisfy the strength design provisions of ACI 318-19/-14 Chapter 17 / ACI 318-11 Appendix D, CAN/ CSA A23.3 Annex D, ETAG 001 Annex C or EOTA TR029 design methodologies. Anchor Designer will quickly and accurately analyze an … WebbDuring the course of removal of the existing exterior finishes, it was noted that many seismic hold-downs were not installed in critical areas as highlighted in red in figure 2. Figure 1: Condominiums, San Francisco, CA Figure 2: Missing hold-downs (red dotted lines indicate intended locations) flappyac