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Project Title: LUCAS SITE VISIT <br /> Engineer: CHRIS LALONDE <br /> Project ID: SDA#10052 <br /> Project Descr: SITE VISIT <br /> 2D Frame Project File: 10052.ec6 <br /> LIC#.KW-06014008,Build:20.23.10.02 Structural Design Associates (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: DORMER 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 /> E -0.08286k 0.0 ft 0.7680 k-ft 3.627 ft -0 02571 k 0 0 ft <br /> Max +0.60D +D+S +0.60D <br /> E -0.5499 k 3.627 ft -0 2202 k-ft 0.0 ft -0.3950 k 3.627 ft <br /> Min +p+S +p+S +p+S <br /> F -0.1108 k 0.0 ft 0 7680 k-ft 0.0 ft 0.2016 k 0.0 ft <br /> Max +0 60D +D+S +D+S <br /> F -1 084 k 6.731 ft 0.000668 k-ft 6.594 ft 0.004558 k 6 731 ft <br /> Min +p+S +O.60D +0.60D <br /> G 0.6958 k 0 0 ft 0.0 k-ft 0 0 ft 0.0 k 0.0 ft <br /> Max +p+S <br /> G 0.1193k 00ft 0.0k-ft 0.0ft 0.0k 0.0 ft <br /> Min +0.60D <br /> Member Stress Checks... Stress Checks per AISC 360-16&NDS 2018 <br /> Member Section Max.Axial+Bending Stress Ratios Max.Shear Stress Ratios <br /> Material <br /> Label Label Load Combination Ratio Status Dist (ft) Load Combination Ratio Status Dist (ft) <br /> B Group Hem-Fir. N +D+S 0.918 PASS 4.82 .D.5 0 270 PASS 0.00 <br /> C Group Hem-Fir, N +D+S 0.846 PASS 000 +D+S 0.347 PASS 2.07 <br /> D Group Hem-Fir. N +D+S 0 260 PASS 2.07 +D+S 0 146 PASS 0.00 <br /> E Group Hem-Fir, N +D+S 0.894 PASS 3.63 +D+S 0.327 PASS 3.63 <br /> F Group Hem-Fir, N +D+S 0.894 PASS 0.00 +D+S 0.167 PASS 0.00 <br /> G Group Hem-Fir, N +D+S 0 093 PASS 0.00 N/A 0 000 PASS 0.00 <br />