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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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Street Name
COLBY AVE
Street Number
4220
Unit
B
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• <br /> Project Title: <br /> Engineer. Project ID: <br /> Project Descr: <br /> Poit i1.2 JUN 2017.1:00PM <br /> Wood Beam - File=C:lUsersIBRUCEW-110ne0rive1AWB201-11EVERET-11calcs.ec6 <br /> ENERCALC,INC.1983-2017,Bu�lId:6.17.3.29,Vec6.17.3 29 <br /> Lic.#:KW-06006706 Licensee::AWB ENGINEERING <br /> Description: Floor joist at stair posts <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd C FN CI Cr Cm C t CL M fb Pb V iv F'v <br /> +D+0.750L+0,750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=15.0 ft 1 0.402 0.210 1.15 1.000 1.00 1.00 1.00 1.00 1.00 11.96 1,110.08 2760.00 2.79 63.99 304.75 <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=15.0 ft 1 0.062 0.033 1.60 1.000 1.00 1.00 1.00 1,00 1.00 2.57 238.82 3840.00 0.60 13.84 424.00 <br /> +040.70E+41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=15.0 ft 1 0.062 0.033 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.57 238.82 3840.00 0.60 13.84 424.00 <br /> +D+0.750Lr+0.7501.+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=15.0 ft 1 0.289 0.151 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.96 1,110.08 3840.00 2.79 63.99 424.00 <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=15.0 ft 1 0.289 0.151 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.96 1,110.08 3840.00 2.79 63.99 424.00 <br /> +D+0.750L+0.750S+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=15.0 ft 1 0.289 0.151 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.96 1,110.08 3840.00 2.79 63.99 424.00 <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=15.0 ft 1 0.037 0.020 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.54 143.29 3840.00 0.36 8.30 424.00 <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=15.0 it 1 0.037 0.020 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.54 143.29 3840.00 0.36 8.30 424.00 <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------ 0.4576_. _ 7.500-------- <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 3.594 3.221 <br /> Overall MINimum 0.378 0.346 <br /> +0+11 0.629 0.576 <br /> +0'L#H 3.594 3.221 <br /> +D+Lr+H 0.629 0.576 <br /> +D+S+H 0.629 0.576 <br /> +D+0.750Lr+0.7501.41 2.853 2.560 <br /> +0+0.750L+0.750S+11 2.853 2.560 <br /> +D+0.60W+11 0.629 0.576 <br /> +D+0.70E+H 0.629 0.576 <br /> +D+0.750Lr+0.750L+0.450W+H 2.853 2.560 <br /> + -0.750L+0.750S+0.450W+H 2.853 2.560 <br /> +D+0.750L+0.750S+0.5250E+H 2.853 2.560 <br /> +0.60D+0.60W+0.60H 0.378 0.346 <br /> +0.60D+0.70E+0.60H 0.378 0.346 <br /> D Only 0.629 0.576 <br /> Lr Only <br /> L Only 2.965 2.645 <br /> S Only <br /> W Only <br /> E Only <br /> H Only <br />
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