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Norman Scheel Project Title: 200 Series Ground Mount <br /> Structural Engineer En9ineer: Project ID: 12065 <br /> 5022 Sunrise Boulevartl Pro�ect Descr: • <br /> Fair Oaks,CA 95628 <br /> (916)536-9585 <br /> N��m�d s��.n�2oi�,io�r,snrd� <br /> 2-D Frame Anal SIS File=G:Uobfiles1120651Enercalc112065.ec6 <br /> Y ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver:6.13.8.31 <br /> �.�� , �. <br /> Description: Frame <br /> Member Sections... <br /> Prop Label Group Tag Material Area Depth Width Ixx lyy <br /> Default Group Tube 1.0 in^2 0.0 in 0.0 in 1.0 in"4 1.0 in^4 <br /> Pipe1-112 Std Group Tube 0.750 in^2 1.90 in 1.90 in 0.2930 in^4 0.2930 in^4 <br /> Joint Loads.... <br /> Load Load Magnitude <br /> Joint Label Direction Dead Roof Live Live Snow Seismic Wind Earth <br /> 2 Global X 1.10 k <br /> 2 � Global Y � 1.90 k <br /> Load Combinations... <br /> Load Combination Group Self Weight Factors Load Combination Factors <br /> Description Multiplier X Y Dead Roof Live Live Snow Seismic Wind Earth <br /> + + + - . <br /> +D+W+H 1.0 -1.0 1.0 1.0 1.0 <br /> +D+0.750L+0.750S+0.750W+H 1.0 -1.0 1.0 0.750 0.750 0.750 1.0 <br /> +0.60D+W+H 1.0 -1.0 0.60 1.0 1.0 <br /> oint Displacements& Reactions by Load Combination : <br /> Joint Displacements Joint Reactions <br /> Joint Label LoadCombination X Y Z X Y Z <br /> in in Radians k k k-ft <br /> 1 +D+S+H 0.0 0.0 0.000127 0.004783 0.02791 <br /> 2 +D+S+H -.000010 -.0000410 -0.000253 <br /> 3 +D+S+H -.0000230 -.0000530 0.000175 <br /> 4 +D+S+H 0.0 0.0 0.000179 -0.004783 0.03503 <br /> 1 +D+W+H 0.0 0.0 -.000040 0.003241 1.467 <br /> 2 +D+W+H 0.004614 -0.002471 -0.000297 <br /> 3 +D+W+H 0.003672 -.0000550 0.000166 <br /> q +D+W+H 0.0 0.0 0.000149 -1.103 0.4955 <br /> 1 +D+0.750L+0.750S+0.750W+H 0.0 0.0 .0000020 0.003627 1.108 <br /> 2 +D+0.750L+0.750S+0.750W+H 0.003458 -0.001863 -0.000286 <br /> 3 +D+0.750L+0.7505+0.750W+H 0.002748 -.0000540 0.000169 <br /> 4 +D+0.750L+0.750S+0.750W+H 0.0 0.0 0.000157 -0.8286 0.3804 <br /> 1 +0.60D+W+H 0.0 0.0 -.000040 0.003241 1.467 <br /> 2 +0.60D+W+H 0.004614 -0.002471 -0.000297 <br /> 3 +0.60D+W+H 0.003672 -.0000550 0.000166 <br /> 4 +0.60D+W+H 0.0 0.0 0.000149 -1.103 0.4955 <br /> Extreme Member End Forces Only Load Comhinations giving maximum values are listed <br /> Member"I"End Forces Member"J"End Forces <br /> Member Label Axial Shear Moment Axial Shear Moment <br /> k k k-ft k k k-ft <br /> A 1.188 0.008910 0.007445 -0.005292 0.01022 -0.01076 <br /> Pfax +D�W+H ;C+S+H -D+SaN �D+S+H +D+In�,N ;D+S+N, <br /> A -0.002517 0.008435 0.005459 -1.196 0.009746 -0.01254 <br /> Nin +D+S+H :D+V✓+H +D+W+H +D+VV+N +D+S�H +D+W+H <br /> B 1.467 -0.003241 0.0 -0.02010 0.004783 -0.009918 <br /> Max +D+W�H +D+l�/�H +D+W+H fD+S�H �DrS+H 1�D+W+H <br /> B 0.02791 -0.004783 0.0 -1.460 0.003241 -0.01464 <br /> f✓1in +D+S+H +DtS+N +D+S+H iD+VV+H �D�IN�H +U+S+H <br /> C 0.00780 0.008882 0.007191 -0.000192 0.01040 -0.01068 <br /> Max �D�V✓+N �DfS+H +D+S�H +D+S+H =DiW+N, +D�S+H <br /> C 0.007312 0.008252 0.004459 -0.000680 0.009774 -0.01288 <br /> Min iDiS+H ;Dil�4H �D+WiH iD+W+N �D�iS�H +D�W�H <br /> D 0.009478 0.004345 0.01288 -0.02399 -0.003665 0.01254 <br /> Max +D+W,H �D+VU+H -D+W+H ;D+S�H +DaS+N +D+W�H <br /> D 0.009063 0.003665 0.01068 -0.02441 -0.004345 0.01076 <br /> Mir, -�D+��H aG�S�H +Di$t11 �D+i�rl>I' ,D�l�t/+H :DrSiH <br />