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Norman Scheel Project Title: 200 Series Grountl Mount <br /> Structural Engineer En�ineer: Project ID: 12065 <br /> ' 5022 Sunrise Boulevard Pro�ect Descr: <br /> fair Oaks,CA 95628 <br /> (916)536-9585 <br /> Fr�oiEd�s�r�tiao��a,io:osHna <br /> 2-D Frame Anal SIS File=G:Uobfiles11P065\Enercalc112065:ec6 <br /> Y ENERCALC,WC.79$3-2013,Build:6.73:8.31,Ver:6.13.8.31 <br /> i.�� � •- <br /> Description: Frame <br /> Extreme Member Forces Qnly Load Combinations aiving rr�aximum values are listed <br /> Mmbr Label Axial Dist from"I"Joint Moment Dist from"I"Joint Shear Dist from"I"Joint <br /> A 0.002517 k 0.0 ft 0.01254 k-ft 7.925 ft 0.008910 k 0.0 ft <br /> Max �C,S�H +D+W�H �D,�,H <br /> I -1.196k 7.925 ft I -0.009651 k-ft 3.558ft I -0.01022 k 7.925 ft <br /> Min +D+Ud+H 7 D+W�H �D+W,H <br /> B I -0.02010k 3.060 ft I 0.01464 k-ft 3.060 ft I -0.003241 k 0.0 ft <br /> Max ;D+S+H ,D+S+H +D+VV+H <br /> I -1.467 k 0.0 ft I 0.0 k-ft 0.0 ft I -0.004783 k 0.0 ft <br /> Min a D�V��+H i D+S+H �D+S+H <br /> C Max I -0.000192 k ;pi`J H 7.824 ft I 0.01288 k-ft {G{w+H 7.824 h I 0.008882 k ;D S+h' 0.0 ft <br /> I -0.00780k 0.0 ft I -0.009816 k-ft 3.513 ft I -0.01040 k 7.824 ft <br /> MI17 +U+Vt�-H a D+W+H ,D+l/�!,H <br /> D I -0.009063 k 0.0 ft ( 0.01288 k-ft 0.0 ft I 0.004345 k 0.0 ft <br /> Max ;D+S�H i D�l��+H �D�VV+H <br /> Min I -0.02441 k � l�J H 5.850 ft I -0.01254 k-ft i Di��j H 5.850 ft I 0.003665 k �+`;N 0.0 ft <br /> Member Stress Checks... <br /> Member Section Materiai Max.Axial+Bending Stress Ratios Max.Shear Stress Ratios <br /> Label Label Loatl Combination Ratio Status Dist (ft) Load Combination Ratio Status Dist (ft) <br /> A Group Steel +D+W+H p.ZqS PASS 6.47 +D+W+H 0.002 PASS 7.92 <br /> B Group Steel +D+W+H 0.096 PASS 0.00 +D+S+H 0,001 PASS 0.00 <br /> C Group Steel +D+W+H 0.015 PASS 7.g2 +D+W+H 0.002 PASS 7.82 <br /> D Group Steel +D+W+H 0.016 PASS 5,g5 +D+W+H 0.001 PASS 0.00 <br />