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STRUCTURAL DESIGN ASSOCIATES Project Title: ECHELBARGER <br /> Engineer: <br /> Project ID: SDA#7976 <br /> Project Descr:MOMENT FRAME CALCS <br /> Printed: 4 DEC 2018, 2 39PM <br /> 2-D Frame File=C:\NETWOR-11PROJEC-1\7300.7-117976179 76-1-117976-1 81 2 0 3-Reply to City Comments.ec6 . <br /> Software copyright ENERCALC,INC.1983-2018,Build:10.18.10.31 . <br /> Lie.#:KW-06011301 Licensee:Covington <br /> Description: MOMENT FRAME <br /> Extreme Member Forces Only Load Combinations giving maximum values are listed <br /> Mmbr Label Axial Dist from"I"Joint Moment Dist from"I"Joint Shear Dist from"I"Joint <br /> 2-4 -7.348k 20.0 ft -33.167 k-ft 8.571 ft -15.154 k 20.0 ft <br /> Min +1.121D+1.750E +1.0910+0.750L+0.750S+1.313E +1,091D+0.750L+0.750S+1.313E <br /> 3-4 1.127k 8.50 ft j 55.727 k-ft 0.0ft 12.830 k 0.0 ft <br /> Max +0.4788D+1.750E +1.121 D+1,750E +1.121 D+1.750E <br /> 3-4 -26.321k 0.0 ft -55.721 k-ft 0.0ft -12.827 k 0.0 ft <br /> Min +1.091D+0.750L+0.750S-1.313E +0.4788D-1.750E +0.4788D-1.750E <br /> 4-6 5.951k 0.0 ft 59.037 k-ft 0.0 ft 15.111 k 0.0 ft <br /> Max +0.4788D+1.750E +1.091 D+0.750L+0.750S-1.313E +1.091 D+0.750L+0.750S-1.313E <br /> 4-6 -7.342k 0.0 ft 32.308k-ft 11.429ft -11.992 k 20,0 ft <br /> Min +1.121 D-1.750E +1.091 D+0.750L+0.750S-1.313E +1.0910+0.750L+0.750S+1.313E <br /> 5-6 3.992k 8.50 ft 32.009 k-ft 0.0ft 7.360 k 0.0 ft <br /> Max +0.4788D-1.750E +1.121D+1.750E +1.121D+1.750E <br /> 5-6 -12.040k 0.0 ft -30.224 k-ft 8.50 ft -5.969 k 0.0 ft <br /> Min +1.091D+0.750L+0.750S+1.313E +1.1210+1.750E +0.4788D-1.750E <br /> Member Stress Checks... Stress Checks per AISC 360-10&NDS 2015 <br /> Member Section 11 Material I Max.Axial+Bending Stress Ratios Max.Shear Stress Ratios <br /> Label Label I Load Combination Ratio Status Dist (ft) ' Load Combination Ratio Status Dist (ft) <br /> 1-2 OUTER COL. Steeli +1.121D-1.750E 0.587 PASS 0.00' +1.121D-1.750E 0.092 PASS 0.00 <br /> 2-4 BEAM Steel' *1.091D+0.750L+0.750S+1. 0.326 PASS 20.00 +1.091D+0.750L+0.750S+1. 0.077 PASS 20.00 <br /> 3-4 INT.COL. Steel' +1.121D-1.750E 0.756 PASS 0.00 +1.121D+1.750E 0.124 PASS 0.00 <br /> 4-6 BEAM Steeli +1.091D+0.750L+0.750S-1. 0.321 PASS 0.00 +1.091D+0.750L+0.750S-1. 0.077 PASS 0.00 <br /> 5-6 OUTER COL. Steell *1.121D+1.750E 0.603 PASS 0.00 +1.121D+1.750E 0.092 PASS 0.00 <br /> �3 <br />