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._ Title Block Line 1 Project Title: <br /> You can change this area Engineer: <br /> using the"Settings"menu item Project ID: <br /> and then using the Printing& Project Descr: <br /> Title Block"selection. <br /> Title Block Line 6 Printed:23 JAN 2021, 1:42PM <br /> Wood Beam File=C:\UserslOwnerlDesktop\aberton\alberton.ec6 <br /> Lic.#:KW-06.003603 Licensee:REED&ASSOCIATES <br /> Description: east wes bm of great rm carrying east west bm <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd C FN C i Cr Cm C t C L M fb F'b V fv F'v <br /> Length=18.30 ft 1 0.199 0.066 1.15 0.991 1.00 1.00 1.00 1.00 1.00 8.07 539.04 2712.31 1.03 20.15 304.75 <br /> +Di0.750Lr+0.750L+H 0.991 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=18.30 ft 1 0.645 0.216 1.25 0.991 1.00 1.00 1.00 1.00 1.00 28.46 1,901.11 2948.16 3.68 71.64 331.25 <br /> +D+0.750L+0.750S+1-I 0.991 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=18.30 ft 1 0.701 0.235 1.15 0.991 1.00 1.00 1.00 1.00 1.00 28.46 1,901.11 2712.31 3.68 71.64 304.75 <br /> +D+0.60W+H 0.991 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=18.30 ft 1 0.143 0.048 1.60 0.991 1.00 1.00 1.00 1.00 1.00 8.07 539.04 3773.65 1.03 20.15 424.00 <br /> +D+0.70E+H 0.991 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=18.30 ft 1 0.143 0.048 1.60 0.991 1.00 1.00 1.00 1.00 1.00 8.07 539.04 3773.65 1.03 20.15 424.00 <br /> +D+0.750Lr+0.750L+0.450W+H 0.991 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=18.30 ft 1 0.504 0.169 1.60 0.991 1.00 1.00 1.00 1.00 1.00 28.46 1,901.11 3773.65 3.68 71.64 424.00 <br /> +D+0.750L+0.750S+0.450W+H 0.991 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=18.30 ft 1 0.504 0.169 1.60 0.991 1.00 1.00 1.00 1.00 1.00 28.46 1,901.11 3773.65 3.68 71.64 424.00 <br /> +D+0.750L+0.750S+0.5250E+H 0.991 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=18.30 ft 1 0.504 0.169 1.60 0.991 1.00 1.00 1.00 1.00 1.00 28.46 1,901.11 3773.65 3.68 71.64 424.00 <br /> +0.60D+0.60W+0.60H 0.991 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=18.30 ft 1 0.086 0.029 1.60 0.991 1.00 1.00 1.00 1.00 1.00 4.84 323.42 3773.65 0.62 12.09 424.00 <br /> +0.60D+0.70E+0.60H 0.991 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=18.30 ft 1 0.086 0.029 1.60 0.991 1.00 1.00 1.00 1.00 1.00 4.84 323.42 3773.65 0.62 12.09 424.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."=Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +4:14.+H 1 0.7780 9.417 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 4.033 4.672 <br /> Overall MINimum 3.124 3.615 <br /> +D+H 0.909 1.057 <br /> +D+L+H 4.033 4.672 <br /> +D+Lr+H 0.909 1.057 <br /> +D+S+H 0.909 1.057 <br /> 3 <br /> +D+0.750Lr+0.750L+H 3.252 3.768 <br /> +D+0.750L+0.750S+H 3.252 3.768 il 8 8 U E ) <br /> +D+0.60W+H 0.909 1.057 <br /> +D+0.70E+H 0.909 1.057 JUN 2 5 2021 <br /> +D+0.750Lr+0.750L+0.450W+H 3.252 3.768 <br /> +D+0.750L+0.750S+0.450W+H 3.252 3.768 <br /> +D+0.750L+0.7505+0.5250E+H 3.252 3.768 CITY OF EVERETT <br /> +0.60D+0.60W+0.60H 0.545 0.634 Permit Services <br /> +0.60D+0.70E+0.60H 0.545 0.634 <br /> D Only 0.909 1.057 <br /> Lr Only <br /> L Only 3.124 3.615 <br /> S Only <br /> W Only <br /> E Only <br /> H Only <br /> t i 1 <br />