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Gusset Plate Design <br /> Date: 7/9/2024 Engineer: CRL Job: 10052 <br /> Dormer Frame <br /> Moment: 9216 lb*in Shear: 202 lbs Axial: 646.3 lbs <br /> Framing <br /> Framing: 2x4 b 1.5 in d 3.5 in A 5.25 in^2 C_D 1.15 <br /> Grade: HF No.2 S 15.23 in^3 C M 1 <br /> Ct 1 <br /> F_b Ft F_v F_cl 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 728 psi F'_b 1686 43% C_i 1 <br /> C_r 1.15 <br /> fv 58 psi F' v 172.5 33% C_P 1 <br /> CT 1 <br /> C b 1 <br /> Gusset <br /> Gusset 23/32 Span Rating 48/24 Thickness: 0.719 in C_D 1.15 <br /> N—gusset 2 C_M 1 <br /> D_gusset 8.875 in Orrientation(0) 0 0S 18.88 in^3 C_t 1 <br /> D heel 4 in A 12.76 in^2 C s 0.53 <br /> W_gusset 10 in <br /> Fb,O Fb,90 Ft,O Ft,90 Fc,O Fc,90 Fv,0/90 Fs,O Fs,90 E,0 E,90 E,O E,90 <br /> 900 261 464 226 870 835 136 52 126 1185984 175202 678261 579710 <br /> fb 488 psi F'b,O 546 89% Fb',0 546 psi <br /> Fb',90 159 psi <br /> fv 53 psi Fv,0/90 136 39% <br /> Glue joint <br /> c 5.30 in <br /> J 655 in^4 Polar Moment of Inertia of effective glue line area <br /> A 70 in^2 <br /> st 75 psi Component of shear due to twisting moment <br /> sp 9 psi Component of shear required to resist axial load <br /> s 81 psi Resultant shear from st&sp 90 90% <br />