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3618 COLBY AVE 2025-04-16
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3618 COLBY AVE 2025-04-16
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4/16/2025 1:51:19 PM
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2/6/2025 8:44:18 AM
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COLBY AVE
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3618
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STRUCTURAL DESIGN ASSOCIATES Project Title: <br /> Engineer: I. <br /> Project ID: SDA#8246 <br /> Project Descr: <br /> Printed: 5 OCT 2018, 9:30AM <br /> Wood Beam File=C:tNETWOR-1\PROJEC-1t8000-8-1\8246-R-118246-1-318246.ec6 <br /> Software copynght ENERCALC,INC.1983-2018,Build:10.18.9.24 <br /> Lic.#:KW-06011301 Licensee:Covington <br /> Description: BM1 <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd C FN C i Cr C m C t C L M fb F'b V fv F'v <br /> Length=1.0 ft 2 0.010 0.158 1.25 1.100 0.80 1.15 1.00 1.00 1.00 0.07 11.24 1138.44 0.01 28.36 180.00 <br /> +D+5+H 1.100 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=12.50 ft 1 0.514 0.212 1.15 1.100 0.80 1.15 1.00 1.00 1.00 3.31 537.72 1046.81 0.92 35.18 165.60 <br /> Length=1.0 ft 2 0.013 0.212 1,15 1.100 0.80 1.15 1.00 1.00 1.00 0.09 13.94 1047.37 0.01 35.18 165.60 <br /> +D+0.750Lr+0.750L+H 1.100 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=12.50 ft 1 0.656 0.271 1.25 1.100 0.80 1.15 1.00 1.00 1.00 4.59 746.13 1137.78 1.28 48.81 180.00 <br /> Length=1.0 ft 2 0.017 0.271 1.25 1.100 0.80 1.15 1.00 1.00 1.00 0.12 19.35 1138.44 0.02 48.81 180.00 <br /> +D+0.750L+0.750S++l 1.100 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0,00 <br /> Length=12.50 ft 1 0.787 0.326 1.15 1.100 0.80 1.15 1.00 1.00 1.00 5.07 824.29 1046.81 1.42 53.93 165.60 <br /> Length=1.0 ft 2 0.020 0.326 1.15 1.100 0.80 1.15 1.00 1.00 1.00 0.13 21.37 1047.37 0.02 53.93 165.60 <br /> +D+0.60W+H 1.100 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=12.50 ft 1 0.298 0.123 1.60 1.100 0.80 1.15 1.00 1.00 1.00 2.67 433.51 1456.09 0,74 28.36 230.40 <br /> Length=1.0 ft 2 0.008 0.123 1.60 1.100 0.80 1.15 1.00 1.00 1.00 0.07 11.24 1457.18 0.01 28.36 230.40 <br /> +D+0.70E+H 1.100 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=12.50 ft 1 0.298 0.123 1.60 1.100 0.80 1.15 1.00 1.00 1.00 2,67 433.51 1456.09 0.74 28.36 230.40 <br /> Length=1.0 ft 2 0.008 0.123 1.60 1.100 0.80 1.15 1.00 1.00 1.00 0.07 11.24 1457.18 0.01 28.36 230.40 <br /> +1D+0.750Lr+0.750L+0.450W+H 1.100 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=12.50 ft 1 0.512 0.212 1.60 1.100 0.80 1.15 1.00 1.00 1.00 4.59 746.13 1456.09 1.28 48.81 230.40 <br /> Length=1.0 ft 2 0.013 0.212 1.60 1.100 0.80 1.15 1.00 1.00 1.00 0.12 19.35 1457.18 0.02 48.81 230.40 <br /> +D+0.750L+0.750S+0.450W+H 1.100 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=12.50 ft 1 0.566 0.234 1.60 1.100 0.80 1.15 1.00 1.00 1.00 5.07 824.29 1456.09 1.42 53.93 230.40 <br /> Length=1.0 ft 2 0.015 0.234 1.60 1.100 0.80 1.15 1.00 1.00 1.00 0.13 21.37 1457.18 0.02 53.93 230.40 <br /> +D+0.750L+0.7505+0.5250E+H 1.100 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=12.50 ft 1 0.566 0.234 1.60 1.100 0.80 1.15 1.00 1.00 1.00 5.07 824.29 1456,09 1.42 53.93 230.40 <br /> Length=1.0 ft 2 0.015 0.234 1.60 1.100 0.80 1.15 1.00 1.00 1.00 0.13 21.37 1457.18 0.02 53.93 230.40 <br /> +0.60D+0.60W+0.60H 1.100 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=12.50 ft 1 0.179 0.074 1.60 1.100 0.80 1.15 1.00 1.00 1.00 1.60 260.10 1456.09 0.45 17.02 230.40 <br /> Length=1.0 ft 2 0.005 0.074 1.60 1.100 0.80 1.15 1.00 1.00 1.00 0.04 6.74 1457.18 0.01 17.02 230.40 <br /> +0.60D+0.70E+0.60H 1.100 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=12.50 ft 1 0.179 0.074 1.60 1.100 0.80 1.15 1.00 1.00 1.00 1.60 260.10 1456.09 0.45 17.02 230.40 <br /> Length=1.0 ft 2 0.005 0.074 1.60 1.100 0.80 1.15 1.00 1.00 1.00 0.04 6.74 1457.18 0.01 17.02 230.40 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+L+H 1 0.2346 6.285 0.0000 0.000 <br /> 2 0.0000 6.285 +D+L+H -0.0588 1.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 Support 3 <br /> Overall MAXimum 1.685 1.978 <br /> Overall MINimum 0.206 0.242 <br /> +D+H 0.859 1.008 <br /> +D+L+H 1.685 1.978 <br /> +D+Lr+H 0.859 1.008 <br /> +D+S+H 1.065 1.251 <br /> +0+0.750Lr+0.750L41 1.478 1.736 <br /> +D+0.750L+0.750S+H 1.633 1.917 <br /> +0+0.60W+H 0.859 1.008 <br /> +D+0.70E+H 0.859 1.008 <br /> +D+0.750Lr++.750L+0.450W41 1.478 1.736 <br /> +3+0.750L+0.750S+0.450W+H 1.633 1.917 <br /> +D+0.750L+0.750S+0.5250E+H 1.633 1.917 <br /> +0.60D+0.60W+0.60H 0.515 0.605 <br /> +0.60D+0.70E+0.60H 0.515 0.605 <br /> D Only 0.859 1.008 <br /> Lr Only <br /> L Only 0 826 0.970 <br /> S Only 0.206 0.242 <br /> W Only <br /> E Only <br />
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