3332 COLBY AVE CALVARY BAPTIST CHURCH 2025-06-09

1 - r i i - 1°.-- i .\ dl� x x T W SHAPES W SHAPES dl x - x IT r„ Dimensions Properties �, t,,, - - i I _tk Y k 1 b, 1.. , bf .I Compact Section Elastic Properties Web Flange Distance Nom- Plastic p final Criteria Modulus Desig Wt. r, d Axis X-X Axis Y-Y Area Depth Thickness fW Width Thickness T k k, b, d „, _ Z,r I Zy nation A d tW 2 b, t, Ftr 2t, FY t„ f' A, 1 S r i S r In.2 In. In. In. In. In. In. In. In. Lb. Ksi KSi In. In.' In.3 In. In.' In.3 In. In.3 In.: r - W 8x67 19.7 9.00 9 0.570 Ms Me 8.280 8'/4 0.935 'Vie 6'/e 1'/fie "lie 67 4.4 - 15.8 - 2.28 1.16 272 60.4 3.72 188.6 21.4 2.12 70.2 32.7 x58 17.1 8.75 83/4 0.510 1/2 1/4 8.220 81/4 0.810 13/,6 61/4 15/,e "A. 58 5.1 - 17.2 - 2.26 1.31 228 52.0 3.65 75.1 18.3 2.10 59.8 27.9 x48 14.1 8 50 81/2 0.400 We Vie 8.110 81/4 0.685 "lie 6'/e 146 % 48 5.9 - 21.3 - 2.23' 1.53 184 43.3 3.6t 60.9 15.0 2.08 49.0 22.9 x40 11.7 8.25 81/4 0.360 3/e 3/Me 8,070 8'/e 0.560 Me 61/4 11/4 a 4'e 40 7.2 - 22.9 - 2.21 1.83 146 35.5 3.53 49.1 12.2 2.04 39.8 18 f x35 10.3 8,12 8'Ae 0.310 Me Me 8.020 8 0.495 1/2 6'/e 1 %e 35 8.1 64.4 26.2 - 2.20 2.05 127 31.2 3.51 42.6 10.6 2.03 34.7 161 x31 9.13 8.00 8 0.285 Me 3/Me 7.995 8 0.435 '/,e 6'/e W,e Me 31 9.2 50.0 28.1 - 2.18 2.30 110 27.5 3.47 37.1 9.27 2.02 30.4 14.1 W 8x28 8.25 8.06 8 0.285 Via 3/,6 6.535 61/2 0.465 '/,e 6'/e 15/,e M6 28 7.0 - 28.3 - 1.77 2.65 98.0 24.3 3.45 21.7 6.63 1.62 27.2 10.• x24 7.08 7.93 7'/e 0.245 V. '/e 6.495 61/2 0.400 % 6'/e '/e %e 24 8,1 64.1 32.4 63.0 1.76 3.05 82.8 20.9 3.42 18.3 5.63 1.61 23.2 8.! W 8x21 6.16 8.28 81/4 0.250 '/4 '/e 5.270 51/4 0.400 Ye 6% 13/1e 1/2 21 6.6 - 33.1 60.2 1.41 3.93 75,3 18 2 3.49 9.77 3.71 1.26 20.4 5.1 x18 5.26 8.14 81/e• 0.230. 1/4 Vie 5.250 5'/4 ' 0.330 Vie 6% 3/47/,e 18 8.0 - 35.4 52.7 1.39 4.70 61.9 15�2`, 3.43 7.97 3.04 1.23 17.0 4.1 W 8x 15 4.44 8.11 8'/e 0.245 1/4 1/4 4.015 4 0.315 5/4e 65/e 3/4 1/2 15 6,4 - 33.1 60.3 1.03 6.41 48.0 11.8 3.29 3.41 1.70 0.876 13.6 2. x13 3.84 7.99 8 0.230 1/4 1/e 4.000 4 0.255 1/4 65/e "AAe Me 13 7.8 - 34.7 54.7 1.01 7.83 39.6 9.91 3.21 2.73 1.37 0.843 11.4 2. x10 2.96 7.89 77/e 0.170 3As '/e 3,940 4 0.205 Me 6% % '/,e 10 9.6 '45.8 46.4 30.7 0.99 9.77 30.8 7.81 3.22 2.09 1.06 0.841 8.87 1, W 6x25 7.34 6.38 6Ve 0.320 35e Me 6.080 6'/e 0,455 '/,e 43/4 13he '/,e 25 6.7 - 19.9 - 1.66 2.31 53.4 16.7 2.70 17.1 5.61 1.52 18.9 8 x20 5.87 6.20 61/4 0.260 1/4 1/4 6.020 6 0.365 3 43/4 3/4 7/fie PO r) 62.1 23.8 - 1.64 2.82 41.4 13.4 2.66 13.3 4.41 1.50 14.9 6 x 15 4.43 5.99 6 0.230 1/4 1/e 5.990 6 0.260 1/4 44 % 3/e 15 11.5' 31.8 26.0 - 1.61 3.85 29.1 9.72 2.56 9.32 3.11 1.46 10.6 4 W 6x16 4.74 6.28 61/4 0.260 1/4 1/e 4.030 4 0.405 3Ae 43/4 3/4 '/,e 16 5.0 - 24.2 - 1.08 3.85 32.1 10,2 2.60 4.43 2.20 0.966 11.7 3 x12 3.55 6.03 6 0.230 1/4 '/e 4.000 4 0.280 1/4 43/4 % 3/e 12 7.1 - 26.2 - 1.05 5.38 22.1 7.31 2.49 2.99 1.50 0.918 8.30 2 x 9 2.68 5.90 5'/e 0.170 Vie '/e 3.940 4 0.215 3/1e 43/4 Me 3/e 9 +' 9.2 50.3 34.7 54.8 1.03 6.96 16.4 5.56 2.47 2.19 1.11 0.905 6.23 1 W 5 x 19 5.54 5,15 5'/e 0.270 ' Ye 5.030 5 0.430 7/,a 3'/2 13/fie 'A. 19 I 5.8 - 19.1 - 1.38 2.38 26.2 10.2 2.17 9.13 3.63 1.28 11.6 ' x16 4.68 5.01 5 0.240 1/4 '/e 5.000 5 0.360 3/e 31/2 4 7/Me 16 6.9 - 20.9 - 1.37 2.78 21.3 8.51 2.13 7.51 3.00 1.27 9.59 W 4 x 13 3.83 4.16 41/e 0.280 '/ Ye 4.060 4 0.345 % 23/4 "A a 'A a 13 5.9 - 14.9 - 1.10 2.97 11.3 5.46 1.72 3.86 1.90 1.00 6.28 . ,iAMPltICAS INS-MOTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF STEEL CONSTRUCTION