Laserfiche WebLink
Gusset Plate Design <br /> Date: 7/9/2024 Engineer: CRL Job: 10052 <br /> Typical Frame <br /> Moment: 4356 Win Shear: 303 lbs Axial: 486 lbs <br /> Framing; <br /> Framing: 2x4 b 1.5 in d 3.5 in A 5.25 inA2 C_D 1.15 <br /> Grade: HF No.2 S 15.23 inA3 C M 1 <br /> Ct 1 <br /> F_b F_t F_v F_ci F c E E min C L 1 <br /> 850 525 150 405 1300 1300000 470000 C_F 1.5 <br /> C fu 1 <br /> fb 379 psi F'_b 1686 22% C_i 1 <br /> C_r 1.15 <br /> fv 87 psi F'_v 172.5 50 C_P 1 <br /> CT 1 <br /> C b 1 <br /> Gusset <br /> Gusset 15/32 Span Rating 32/16 Thickness: 0.469 in C_D 1.15 <br /> N_gusset 2 C_M 1 <br /> D—gusset 8.875 in Orrientation(0) 0 S 12.31 inA3 C_t 1 <br /> D_heel 4 in A 8.32 inA2 C s 0.53 <br /> W—gusset 10 in <br /> Fb,O Fb,90 Ft,O Ft,90 Fc,0 Fc,90 Fv,0/90 Fs,O Fs,90 E,O E,90 E,O E,90 <br /> 841 209 498 222 631 551 132 53 92 1213592 78641 737778 640000 <br /> fb 354 psi F'b,O 510 69% Fb',0 510 psi <br /> Fb',90 127 psi <br /> fv 121 psi Fv,0/90 132 92% <br /> Glue joint <br /> c 5.30 in <br /> J 655 inA4 Polar Moment of Inertia of effective glue line area <br /> A 70 inA2 <br /> st 35.24 psi Component of shear due to twisting moment <br /> sp 6.94 psi Component of shear required to resist axial load <br /> s 40.15 psi Resultant shear from st&sp 90 45% <br />