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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
Creation date
2/6/2025 8:44:18 AM
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COLBY AVE
Street Number
3618
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r <br /> STRUCTURAL DESIGN ASSOCIATES Project Title: <br /> Engineer: Project ID: <br /> t Project Descr: <br /> Prated 6 r EP 113 <br /> r Fri=YWasper nelwwk tesIPROJECTS18000 8-118248-R-118246-R-1.EC6 <br /> ri Wood Beam ENERCALC,INC 1983-2017,Build:10.17.12.10,Vec10.17,12.10 <br /> Llc.#:KW-06011301 Licensee:Covington <br /> Description: HDR <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd C FN C i C r Cm C t CL M tb F'b V iv F'v <br /> +040.7501r40.750L41-f 1.000 0,80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=3.0 ft 1 0.208 0.148 1.25 1.000 0.80 1.00 1.00 1.00 1.00 1,22 177.05 850.00 0.77 22,17 150.00 <br /> +0+0.7501+0.750S4l 1.000 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=3.0 ft 1 0.287 0.204 1.15 1.000 0.80 1.00 1,00 1.00 1.00 1.55 224.48 782.00 0.98 28.11 138.00 <br /> +D+0.60W+11 1.000 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=3.0 ft 1 0.093 0.066 1.60 1.000 0.80 1.00 1.00 1.00 1.00 0.70 101.17 1088.00 0.44 12.67 192.00 <br /> +0+0,70E+H 1.000 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=3.0 ft 1 0.093 0.066 1,60 1.000 0.80 1.00 1.00 1.00 1,00 0.70 101.17 1088.00 0.44 12.67 192.00 <br /> +040.750Lr+0.750L40.450W41 1.000 0.80 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=3.0 ft 1 0.163 0.115 1.60 1.000 0.80 1.00 1.00 1.00 1.00 1.22 177.05 1088.00 0.77 22.17 192.00 <br /> 40+0,750L40,750S+0.450W+H 1.000 0.80 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 <br /> Length=3.0 ft 1 0.206 0.146. 1.60 1.000 0.80 1.00 1,00 1.00 1.00 1.55 224.48 1088.00 0.98 28.11 192.00 <br /> +D40.750L40.750540.5250E4b 1.000 0.80 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 <br /> Length=3.0 ft 1 0.206 0.146 1.60 1.000 0.80 1.00 1.00 1.00 1.00 1.55 224.48 1088.00 0.98 28,11 192.00 <br /> +0.60040.60W40.60H 1.000 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=3.0 ft 1 0.056 0.040 1.60 1.000 0.80 1.00 1.00 1.00 1.00 0.42 60.70 1088.00 0.26 7.60 192.00 <br /> 40.60040.70E+0.60H 1.000 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=3.0 ft 1 0.056 0.040 1.60 1.000 0.80 1.00 1.00 1,00 1.00 0.42 60.70 1088.00 0.26 7.60 192.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.' Defl Location in Span Load Combination Max. Deft Location in Span <br /> 4040.750L+0.750540.5250E+H 1 0.0052 1.511 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXiunum 2.083` . i <br /> Overall MINimum 0.581 0.581 <br /> 404H 0.930 0.930 <br /> +D+L+H 1.860 1.860 <br /> 4D+Lr+H 1.352 0.930 <br /> +D+S+H 1.511 1.511 <br /> 40-0.750Lr40.750L+H 1.944 1.628 <br /> +D+0.7501.40.7505+H 2.063 2.063 <br /> +D40.60W41 0.930 0.930 <br /> +0+0.70E+H 0.930 0.930 <br /> 4040.7501r40.7501.40.450W+H 1.944 1.628 <br /> 4040.750L40.750540.450W41 2.063 2.063 <br /> 40+0.750L40.750S+0.5250E+H 2.063 2.063 <br /> 40.60D+0.60W40.60H 0.558 0.558 <br /> +0.60040.70E+0.60H 0.558 0.558 <br /> D Only 0.930 0.930 <br /> Lr Only 0.422 0.000 <br /> L Only 0.930 0.930 <br /> S Only 0.581 0.581 <br /> W Only <br /> E Only <br /> H Only <br /> I r <br />
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