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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 /> Printed 2 JUN 2017,5:10PM <br /> Wood Beam Fde=CAu 1eRucEw:ncmeDrivewWa201-1 r-1+caia.ece <br /> ENERCALC,INC.1983-2017,Budt6.17.329,Ver.6.173.29 <br /> Lica#: KW-06006706 Licensee:AWB ENGINEERING'. <br /> Description: Existing Roof Joist Reinforcement for over framing <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 Pb V fv Pv <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=28.0 ft 1 0.153 0.044 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.92 637,16 4160.00 0.52 19.93 456.00 <br /> +0+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=28.0 ft 1 0.153 0.044 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.92 637.16 4160.00 0.52 19.93 456.00 <br /> +0+0.750Lr+0.750L+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=28.0 ft 1 0.297 0.085 1.60 1.000 1.00 1.00 1.00 1.00 1.00 7.60 1,234.49 4160.00 1.01 38.62 456.00 <br /> +D+0.750L+0.750S+0.450W+11 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=28.0 ft 1 0.297 0.085 1.60 1.000 1.00 1.00 1.00 1.00 1.00 7.60 1,234.49 4160.00 1.01 38.62 456.00 <br /> +0+0.750L+0.750S+0.5250E41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=28.0 ft 1 0.297 0.085 1.60 1.000 1.00 1.00 1.00 1.00 1.00 7.60 1,234.49 4160.00 1.01 38.62 456.00 <br /> +0.600+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=28.0 ft 1 0.092 0.026 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.35 382.29 4160.00 0.31 11.96 456.00 <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=28.0 ft 1 0.092 0.026 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.35 382.29 4160.00 0.31 11.96 456.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.'-'Defl Location in Span Load Combination Max."+"Defi Location in Span <br /> +D+L+H --.T.- -- 1 1.5867 14.102 ----- - - - <br /> - 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 1.260 1.260 <br /> Overall MINimum 0.336 0.336 <br /> +D+H 0.560 0.560 <br /> +D+L'*l 1.260 1.260 <br /> +D+I-r+H 0.560 0.560 <br /> +D+8+1 0.560 0.560 <br /> +D+0.7501.r+0.750L4I 1.085 1.085 <br /> +0+0.750L+0.7508+1-1 1.085 1.085 <br /> +D+0.60W+H 0.560 0.560 <br /> +0+0.70E+H 0.560 0.560 <br /> +0+0.750Lr+0.750L+0.450W+1-1 1.085 1.085 <br /> +D+0.750L+0.750S+0.450W+H 1.085 1.085 <br /> +D+0.750L+0.750S+0.5250E+H 1.085 1.085 <br /> +0.60D+0.60W+0.60H 0.336 0.336 <br /> +0.60D+0.70E+0.60H 0.336 0.336 <br /> D Only 0.560 0.560 <br /> Lr Only <br /> L Only 0.700 0.700 <br /> S Only <br /> W Only <br /> E Only <br /> H Only <br /> 37 <br />
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