WebbSay, for example, that the uplift and lateral/shear load requirements for a truss-to-wall connection are as follows: Uplift = 795 lb. Shear (parallel-to-wall) = 185 lb. (F 1) Lateral (perp-to-wall) = 135 lb. (F 2) Based on those … Webb25 jan. 2015 · My plans call for A35 clips on the eave blocking (2x6). Typical eave space is 22 1/2" inches between rafters (2x8) with a 3 1/2" x 5 1/2" (actual) ceiling joist (this is a remodel - flat roof to gable) with new rafter nailed to it. Each rafter is tied down with Simpson H2.5A tie nailed to the wall douple plate (2x4's). Single story home.
Simpson Strong-Tie
WebbThe Simpson Strong-Tie A35 Framing Clips exclusive bending slot allows instant, accurate field bends for all two- and three-way ties. Balanced, completely reversible design permits the A35 to secure a great variety of … WebbThe A35 may be installed over wood structural panel sheathing up to 1/2" thick using 0.131" x 1 1/2" nails with no reduction in load. Some load values for the stainless-steel connectors shown here are lower than those for the carbon-steel versions. roundy font
LTP4/LTP5/A34/A35 Framing Angles and Plates
WebbThe Simpson Strong-Tie LTP4 Lateral Tie Plate transfers shear forces for top plate-to-rim joist or blocking connections. Nail holes are spaced to prevent wood splitting for single and double top plate applications. May be installed over plywood sheathing. Material: 20 Gauge; Finish: Standard G90; Length: 4-1/4" Width: 3" Fasteners: (12) 8d x 1-1/2" WebbThe Simpson Strong-Tie A35 Framing Clips exclusive bending slot allows instant, accurate field bends for all two- and three-way ties. Balanced, completely reversible design … Webb31 dec. 2024 · Simpson Strong-Tie (2015). “CONNECTORS for Coldformed steel construction, C-CFS-15.” Simpson Strong-Tie Company Inc. Pleasanton, CA. www ... Khaliq, W., Moghis, A. Shear capacity of cold-formed light-gauge steel framed shear-wall panels with fiber cement board sheathing. Int J Steel Struct 17, 1404 –1414 (2024 ... strawn school strawn tx