Laserfiche WebLink
EC Ll PS E <br /> ENGINEERING <br /> Project:Cascade Coffee Addition <br /> Knee Brace Connection Project#:22-10-138 <br /> Date:3120/2023 <br /> Angles Bolted to guesset welded to HSS Column Engineer:CCL <br /> Connection:CONN-2 <br /> Brace Connection <br /> Angle Connection Type Double Angle <br /> Brace Axial Force 7930 lb-ASD <br /> Brace Angle 45 Degrees <br /> Y Component 5607 lb-ASD <br /> X Component 5607 lb-ASD <br /> Bolt Properties-A325 <br /> Bolt dia 0.75 in <br /> F„ 120 ksi <br /> No Bolts 1 <br /> Ab 0.442 in2 <br /> Gusset Plate Properties <br /> t,thickness 0.375 in <br /> Fy 36 ksi-A36 steel <br /> F„ 58 ksi-A36 steel <br /> I� 1.5 in <--bolt edge distance in dir of loading <br /> Tension plane length 4.67 in <--For tensile yeilding and rupture <br /> lv 3.5 in <--Block shear,shear plane length <br /> It 1.5 in <--Block shear,tensile plane length <br /> Angle Properties <br /> t,thickness 0.1875 in <br /> Fy 36 ksi-A36 steel <br /> F„ 58 ksi-A36 steel <br /> lv 1.5 in <--Block shear,shear plane length <br /> It 1.5 in <--Block shear,tensile plane length <br /> Bolt Shear Strength <br /> F„v 54 ksi (AISC Table J3.2) <br /> f2 2 <br /> Fan 11928 lb (AISC EQJ3-2) <br /> fv 2804 lb <br /> Check 0.24 OK <br /> Bolt Bearing&Tearout On Plate <br /> O 2 <br /> Bearing-R„/f) 19575 lb (AISC EQJ3-6a) <br /> Check 0.41 OK <br /> Tearout-R„/f) 19575 lb (AISC EQJ3-6c) <br /> Check 0.41 OK <br /> Bolt Bearing On Angle <br /> f) 2 <br /> Bearing-Rn/f) 9788 lb (AISC EQJ3-6a) <br /> Check 0.41 OK <br /> 44/81 <br />