1327 S Grand Ave - Plan - Laserfiche WebLink

Home Browse Search

Diaphragm Depth @ GL C dd =78.5 ft Maximum Diaphragm Shear (GL C, LS) vmax =2270 plf Maximum Diaphragm Shear (GL C, IO) vmax =1066 plf Diaphragm Shear Capacities 3/4" Structural I Plywood (blocked), 10d @ 6" E.N. Diaphragm Shear Capacity (Case 1) vs =720 plf (SPDWS Table 4.2C) How much capacity to add for double row of boundary nails at max shear locations? Wood Diaphragm M-Factors m, IO =1.5 (Table 12-3, blocked/chorded) m, LS =3.0 (Table 12-3, blocked/chorded) Nominal-to-Expected Strength F =1.5 Diaphragm Capacity (LS) V =3240 plf Diaphragm Capacity (IO) V =1620 plf Diaphragm DCR (LS) DCR =0.70 Diaphragm DCR (IO) DCR =0.66 Collectors/Drags and Splices Collector Splice Connections MST-48 Straps at splice connections (3/S5). MST-48 Catalog Capacity MST48 =5310 lb M-factors for metal to wood nails M (LS) =4.0 M (IO) =2.0 Nominal-to-Expected Strength F =1.5 E-W Collectors GL 1.4 GL 2 GL 3 GL 3.5 Diaphragm Shear from North (LS) Vn =88069 123817 174929 36583 lb Diaphragm Shear from North (IO) Vn =41333 58111 82099 17169 lb Diaphragm Shear from South (LS) Vs =90060 171932 67386 142966 lb Diaphragm Shear from South (IO) Vs =42268 80693 31626 67098 lb Diaphragm Depth, North Side dd =100.5 100.5 78.5 100.5 ft Diaphragm Depth, South Side dd =100.5 78.5 100.5 100.5 ft Wall Length, North Side Lwn =30.5 26.5 23.0 20.3 ft Wall Length, South Side Lws =30.5 4.5 45.0 20.3 ft Collector Length, East Side Lce =34.3 50.0 25.3 13.0 ft Collector Length, West Side Lcw =0.0 0.0 30.0 13.0 ft Collector Extension Into Control Area L.ca =N/A 8.0 N/A N/A ft Collector Splice Force, East Side (LS) Fc.e =94223 238662 73419 50468 lb Collector Splice Force, East Side (IO) Fc.e =44221 112011 34458 23686 lb Collector Splice Force, West Side (LS) Fc.w =0 0 43615 50468 lb Collector Splice Force, West Side (IO) Fc.w =0 0 20470 23686 lb Collector Splice Force (LS) Fc =94223 238662 73419 50468 lb Collector Splice Force (IO) Fc =44221 112011 34458 23686 lb Existing Splice Nails DCR (LS) DCR =2.96 N/A 2.30 N/A Existing Splice Nails DCR (IO) DCR =2.78 N/A 2.16 N/A Diaphragm Depth Req (North, LS)dd.req = 27.2 38.2 54.0 11.3 ft Diaphragm Depth Req (North, IO)dd.req = 25.5 35.9 50.7 10.6 ft Diaphragm Depth Req (South, LS)dd.req = 27.8 53.1 20.8 44.1 ft Diaphragm Depth Req (South, IO)dd.req = 26.1 49.8 19.5 41.4 ft Collector Length Req Lc.req = 0.0 48.6 31.0 23.9 ft Collector Length DCR Lc.DCR =0.00 0.97 0.56 0.92 < 1.00, OK Control Area Depth d.control =38.7 36.0 N/A N/A ft Collector Force at Control Area Boundary (LS)Fc = N/A 123200 N/A N/A lb Collector Force at Control Area Boundary (IO)Fc = N/A 57822 N/A N/A lb Check TJL Functionality as Collectors within Control Area TJL Top Chord Size (Judged) Aw = 2x4 =5.25 in^2 Tensile Strength (No. 1) Ft =800 psi (NDS Table 4A) Format Conversion Factor Kf =2.7 Resistance Factor Φ =1 Size Factor Cf =1.3 Other Factors Cm = Ct = Ci =1 Adjusted Tensile Strength Ft' =2808 psi Ft' =14742 lb Wood Diaphragm M-Factors m, IO =1.5 m, LS =3.0 Nominal-to-Expected Strength F =1.5 TJL Top Chords Used as Collectors n =2 Total Strength (LS) Pn.ls = Ft'*m*F =132678 lb Total Strength (IO) Pn.io = Ft'*m*F =66339 lb 7 of 100 1327 S Grand Ave 12/12/2024