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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 94 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> Seismic Zone : D <br /> <br /> MODULUS OF ELASTICITY: <br /> ---------------------- <br /> Hot Rolled Steel : 29000 (ksi ) <br /> Cold Formed Steel : 29500 (ksi ) <br /> <br />================================================================================ <br /> 186565FS Wall 3 - Column & Rafter Design 12/ 1/23 1:52pm <br />================================================================================ <br /> <br /> MEMBER LAYOUT: <br /> -------------- <br /> Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---- <br /> Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report <br /> ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- <br /> Col1 0.7 8x35C14 8.00 14ga 3.50 14ga 19.2 72.6 11 1.03 Mom+Axl <br /> Col2 13.0 W8X10 7.48 0.170 3.94 0.205 23.3 232.6 10 0.64 Mom+Axl <br /> Col3 27.0 W8X10 7.48 0.170 3.94 0.205 23.3 232.6 10 0.62 Mom+Axl <br /> Col4 39.3 8x35C16 8.00 16ga 3.50 16ga 19.2 61.1 11 0.92 Mom+Axl <br /> ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- <br /> Raf1 Surf 2 8x35C12 8.00 12ga 3.50 12ga 21.1 119.7 1 0.60 Mom+Shr <br /> Raf2 Surf 3 8x35C12 8.00 12ga 3.50 12ga 21.1 119.7 1 0.60 Mom+Shr <br /> ------- <br /> Total= 838.3 <br /> <br /> <br /> DESIGN ACTIONS/STRENGTH: <br /> ------------------------ <br /> Load ---Axial(k )-- ---Shear(k )-- -Moment(f-k )- <br /> Id Id Calc Limit Calc Limit Calc Limit <br /> ----- ---- ------ ------ ------ ------ ------ ------ <br /> Col1 1 1.77 11.14 -0.03 4.17 0.56 6.21 <br /> Col1 2 0.45 11.14 -0.01 4.17 0.13 6.21 <br /> Col1 3 1.44 11.14 -0.02 4.17 0.45 6.21 <br /> Col1 4 -0.67 36.72 0.70 4.17 -3.43 5.42 <br /> Col1 5 -1.03 36.72 0.71 4.17 -3.45 5.42 <br /> Col1 6 -0.67 36.72 0.81 4.17 3.71 5.44 <br /> Col1 7 -1.03 36.72 0.81 4.17 3.69 5.45 <br /> Col1 8 -1.76 36.72 0.81 4.17 3.73 5.44 <br /> Col1 9 2.84 11.14 -0.81 4.17 3.98 5.42 <br /> Col1 10 -1.22 36.72 0.80 4.17 3.82 5.43 <br /> Col1 11 3.38 11.14 -0.82 4.17 4.07 5.41 <br /> Col1 12 1.24 13.17 -0.62 4.17 3.07 5.40 <br /> Col1 13 3.79 11.14 -0.64 4.17 3.26 5.37 <br /> Col1 14 1.15 11.14 -0.61 4.17 2.99 5.41 <br />1202 W Edinger <br />Ave10/3/2024