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4220 COLBY AVE B 2020-05-05
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4220 COLBY AVE B 2020-05-05
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5/5/2020 9:00:11 AM
Creation date
5/5/2020 8:57:05 AM
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Address Document
Street Name
COLBY AVE
Street Number
4220
Unit
B
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Project Title: <br /> Engineer: Project ID: <br /> Project Descr: <br /> --- <br /> Paled:2JUN 2017,12:55PM <br /> Wood Beam <br /> File=CAUsersIBRUCEW 110ne0rivetAWB201-11EVERET-11calcs:ec6 <br /> ENERCALC,INC.1983-2017,Build:6.17.3.29,Ver.6.17.3.29 <br /> Lie.#:KW-060067.06 Licensee':AWS ENGINEERING <br /> Description: Stair Header 100psf <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V C d C FN C i Cr C m C t C L M fb F'b V fv F'v <br /> +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=4.0 ft 1 0.063 0.039 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.24 91.02 1440.00 0.13 11.37 288.00 <br /> +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=4.0 ft 1 0.063 0.039 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.24 91.02 1440.00 0.13 11.37 288.00 <br /> +D+0.750Lr+0.750L+0.450W4i 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=4.0 ft 1 0.300 0.187 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.14 432.36 1440.00 0.61 54.00 288.00 <br /> +D+0.750L+0.7505+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=4.0 ft 1 0.300 0.187 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.14 432.36 1440.00 0.61 54.00 288.00 <br /> +D+0.750L+0.7505+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=4.0 ft 1 0.300 0.187 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.14 432.36 1440.00 0.61 54.00 288.00 <br /> +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 <br /> Length=4.0 ft 1 0.038 0.024 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.14 54.61 1440.00 0.08 6.82 288.00 <br /> +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 <br /> Length=4.0 ft 1 0.038 0.024 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.14 54.61 1440.00 0.08 6.82 288.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max -'Defl Location in Span Load Combination <br /> + <br /> _ Max." Deft Location in Span <br /> 1 - - 0.0146 -- 2.015 -_-------- - - 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 MAXimum 1.440 1.440 <br /> Overall MINimum 0.144 0.144 <br /> +D+H 0.240 0.240 <br /> +D+L++1 1.440 1.440 <br /> +D+Lr+H 0.240 0.240 <br /> +D+S+H 0.240 0.240 <br /> +D+O.750Lr+0,750L+H 1.140 1.140 <br /> +D+0.750L+0.750S+H 1.140 1.140 <br /> +D+0.60W+11 0.240 0.240 <br /> +D+0.70E+H 0.240 0.240 <br /> +0+0.750Lr+0.7501_+0.450W+11 1.140 1.140 <br /> +0+0.750L+0.7505+0.450W41 1.140 1.140 <br /> +D+0.750L+0.750S+0.5250E+H 1.140 1.140 <br /> +0.60D+0.60W+0,60H 0.144 0.144 <br /> +0.60D+0.70E+0.60H 0.144 0.144 <br /> D Only 0.240 0.240 <br /> Lr Only <br /> L Only 1.200 1.200 <br /> S Only <br /> W Only <br /> E Only <br /> H Only <br />
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