1517 132ND ST SE 2024-11-21 - Laserfiche WebLink

STRUCTURAL CALCULATIONS WC D Project Name: CHASE OVP 48200R004495 New Construction Location: 132nd St.SE,Everett,WA 98208 Project No.: CN040623 Table 7-1 Available Shear Strength of Bolts, kips Nominal Bolt Diameter,d,in. S/e 3/4 7/e 1 Nominal Soft Area,in.2 0.307 0.442 0.601 0.785 -----_---- fnvli2 AFnv -J-- rn/ll ore tR/f2 Inli2 On Ielt2 On ASTM Thread (ksi) (ksi) Load- Desig. Cond. ing ASO LRFD ASD LRFO ASO LRFD ASO LRFD ASO IRA) N 27.0 4Uti S 8.29 12.4 11.9 179 16.2 24.3 21.2 :51.8 Group - D 16.6 24.9 23.9 35 8 32.5 48.7 42.4 63.6 A X 34.0 51 0 S 10.4 15.7 15.0 + 22.5 20.4 30 7 26.7 40.0 D 20.9 313 30.1 45.1 40.9 61.3 53.4 80.1 S 10.4 15.7 15.0 22 5 20.4 30.7 26.7 40.0 Group N 34.0 51.0 D 20.9 31.3 30.1 451 40.9 61.3 53.4 80.1 8 X 42.0 63.0 S 12.9 19.3 18,6 2/.8 25.2 37.9 33.0 49.5 0 25.8 38 7 37.1 55.7 50.5 75./ 65.9 98.9 A307 - 13.5 20.3 S 4.14 6.23 5.97 8 97 8.11 12,2 10.6 15.9 D 8.29 12.5 11.9 - 17.9 16.2 24,4 21.2 31,9 Nominal Bolt Diameter,d,In. 11/s 11/4 13/a 11/2 Nominal Bolt Area,In.2 0.994 1.23 1.48 1.77 - - fn,.li2 Fs,,, fir/i2 !n lA/i2 on rnli3 orn Oil on ASTM Thread (ksi) (ksi) Load- Desig. Cond. ing --- .-- ASO LRFD ASO LRFO ASO LRFD ASD UFD ASO LRFD S 26.8 40.3 33.2 49 8 40.0 59.9 47.8 71.7 Group N 27.0 40.5 D 53.7 80.5 66.4 99.6 79.9 120 95.6 143 A X 34.0 51.0 S 33.8 50.7 41.8 62.7 50.3 75.5 60.2 90.3 0 67.6 101 83.6 125 101 151 120 181 S 33.8 50.7 41.8 62 7 50.3 75.5 60.2 90.3 Group N 34.0 51.0 D 67.6 101 83.6 125 101 151 120 181 X 42.0 63 0 S 41.7 62.6 51.7 77.5 62.2 93.2 74.3 112 _ D 83.5 125 103 155 124 186 149 223 A307 13.5 20 3 S 13.4 20.2 16.6 25.0 20.0 30.0 23.9 35.9 D 26.8 40 4 33.2 49.9 40.0 60 1 47.8 71.9 ASD LRFD For end loaded connections greater than 38 in.see AISC SpecNrca1on Table J3.2 footnote b. 52=2.00 t =075 ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WFP www.WCDAssociates.com dge 16 of 89