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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Wood Beam Project File:express innvovations.ec6 <br /> LIC#:KW-06013701,Build:20.23.2.14 Structural Works PLLC (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: --None-- <br /> Maximum Forces &Stresses for Load Combinations <br /> Load Combination Max Stress atlos Moment Values Shear Values <br /> Segment Length Span# M V CD CM Ct CLx CV Cfu C i Cr M fb F'b V fv F'v <br /> Length= 11.50 ft 1 0.802 0.526 1.25 1.00 1.00 1.00 1.000 1.00 1.00 1.00 16.85 2,406.7 3,000.0 4.88 174.1 331.3 <br /> +D+0.750L+0.750S 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length= 11.50 ft 1 0.872 0.571 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 16.85 2,406.7 2,760.0 4.88 174.1 304.8 <br /> +0.60D 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length= 11.50 ft 1 0.144 0.094 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 3.86 551.3 3,840.0 1.12 39.9 424.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+0.750L+0.750S 1 0.4446 5.792 0.0000 0.000 <br /> Vertical Reactions Support notation : Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Max Upward from all Load Conditions 5.860 5.860 <br /> Max Upward from Load Combinations 5.860 5.860 <br /> Max Upward from Load Cases 2.674 2.674 <br /> D Only 2.237 2.237 <br /> +D+L 4.911 4.911 <br /> +D+Lr 4.394 4.394 <br /> +D+S 4.394 4.394 <br /> +D+0.750Lr+0.750L 5.860 5.860 <br /> +D+0.750L+0.750S 5.860 5.860 <br /> +0.60D 1.342 1.342 <br /> Lr Only 2.156 2.156 <br /> L Only 2.674 2.674 <br /> S Only 2.156 2.156 <br /> I1 <br /> I <br /> MEMBER.. <br /> in 336 449 962 Qd 7,69 9Q RS 1129 <br /> D!Ma(R) <br /> 1 Holy I+D+1 I+D+Ii I+D+5I+D+D,1S61+61661 I+47SD14611161+660D <br /> Page 5 of 11 <br />