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Wood Beam <br />MYB Engineers, Inc.Lic. # : KW-06012698 <br />DESCRIPTION:Rafter with Overhang <br />MYB Engineers, Inc. <br />2062 Business Center Drive <br />Suite 140 <br />Irvine, CA 92612 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 <br />File: Quick calc for renzo.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 18 APR 2024, 2:30PM <br />Project Descr: <br />Span # <br />Moment ValuesLoad Combination <br />C i C LCCCCF/V mr td <br />Shear ValuesMax Stress Ratios <br />M CV fbM fvF'b V F'vSegment Length <br />1.00Length = 8.0 ft 1 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.20 288.001.00 18.04 <br />1.00Length = 4.0 ft 2 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.15 288.001.00 18.04 <br />1.00+D+0.750L+0.750S+0.5250E+H, LL Comb 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.0 ft 1 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.20 288.001.00 18.04 <br />1.00Length = 4.0 ft 2 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.15 288.001.00 18.04 <br />1.00+D+0.750L+0.750S+0.5250E+H, LL Comb 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.0 ft 1 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.20 288.001.00 18.04 <br />1.00Length = 4.0 ft 2 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.15 288.001.00 18.04 <br />1.00+0.60D+0.70E+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 8.0 ft 1 0.089 0.038 1.60 1.300 1.00 1.00 1.00 0.21 165.95 1872.00 0.12 288.001.00 10.82 <br />1.00Length = 4.0 ft 2 0.089 0.038 1.60 1.300 1.00 1.00 1.00 0.21 165.95 1872.00 0.09 288.001.00 10.82 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr+H, LL Comb Run (L*)1 0.0807 3.799 0.0000 0.000 <br />+D+Lr+H, LL Comb Run (*L)2 0.1578 4.000 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 0.291 0.752 <br />Overall MINimum 0.120 0.360 <br />+D+H 0.131 0.392 <br />+D+L+H, LL Comb Run (*L)0.131 0.392 <br />+D+L+H, LL Comb Run (L*)0.131 0.392 <br />+D+L+H, LL Comb Run (LL)0.131 0.392 <br />+D+Lr+H, LL Comb Run (*L)0.091 0.592 <br />+D+Lr+H, LL Comb Run (L*)0.291 0.552 <br />+D+Lr+H, LL Comb Run (LL)0.251 0.752 <br />+D+S+H 0.131 0.392 <br />+D+0.750Lr+0.750L+H, LL Comb Run (*0.101 0.542 <br />+D+0.750Lr+0.750L+H, LL Comb Run (L 0.251 0.512 <br />+D+0.750Lr+0.750L+H, LL Comb Run (L 0.221 0.662 <br />+D+0.750L+0.750S+H, LL Comb Run (*L 0.131 0.392 <br />+D+0.750L+0.750S+H, LL Comb Run (L*0.131 0.392 <br />+D+0.750L+0.750S+H, LL Comb Run (LL 0.131 0.392 <br />+D+0.60W+H 0.131 0.392 <br />+D+0.750Lr+0.750L+0.450W+H, LL Comb 0.101 0.542 <br />+D+0.750Lr+0.750L+0.450W+H, LL Comb 0.251 0.512 <br />+D+0.750Lr+0.750L+0.450W+H, LL Comb 0.221 0.662 <br />+D+0.750L+0.750S+0.450W+H, LL Comb 0.131 0.392 <br />+D+0.750L+0.750S+0.450W+H, LL Comb 0.131 0.392 <br />+D+0.750L+0.750S+0.450W+H, LL Comb 0.131 0.392 <br />+0.60D+0.60W+0.60H 0.078 0.235 <br />+D+0.70E+0.60H 0.131 0.392 <br />+D+0.750L+0.750S+0.5250E+H, LL Comb 0.131 0.392 <br />+D+0.750L+0.750S+0.5250E+H, LL Comb 0.131 0.392 <br />+D+0.750L+0.750S+0.5250E+H, LL Comb 0.131 0.392 <br />+0.60D+0.70E+H 0.078 0.235 <br />D Only 0.131 0.392 <br />Lr Only, LL Comb Run (*L)-0.040 0.200 <br />Lr Only, LL Comb Run (L*)0.160 0.160 <br />Lr Only, LL Comb Run (LL)0.120 0.360 <br />H Only <br />RENZO J NAKATA <br />ARCHITECTS <br />730 S Ross St #2 - <br />1011186625/28/2024