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1 � <br /> Title Block Line 1 Project Title: <br /> You can change this area Engineer: <br /> using the"Settings*menu item Project ID: <br /> and then using the"Printing& Project Descr: <br /> Title Block°selection. <br /> Title Block Line6 Fria,, ?Aix;.C15.1 a-.31,,: <br /> 12 D Frame File GA5717.FINALec6 <br /> Solh+are co,yr�hl ENERCAtC INC 1983 2019 6u11d:14191 30 <br /> ON:*4'.x�FSSIr ,4I r t i r 't,t _zl�="f,,.xzIAKI5le-Re '? TAr 4+Vfi ....-_' a_a.OTTN-, .a._,.•-.. " .� 'c`�t-}AaglfQM&.. <br /> Extreme Member End Forces <br /> Member"1"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 /> 17 4995 0.05616 0.0 1.213 0.05616 0.0 <br /> +D+S +0 60D D Only +0 60D +0600 D Only <br /> 18 -0.1123 0.0 0.0 0.1872 0.0 0.0 <br /> +060D 0 Only D Only +0+6 D Only D Only <br /> 18 -0.1872 0.0 0.0 0.1123 0.0 0.0 <br /> +O.S D Only D Only +0 60D D Only D Only <br /> 19 3.630 0.2340 0.0 -0.8835 0.2340 0.0 <br /> • +D+S +D+S D Only .0 60D +D+S +0.600 <br /> 19 0.8822 0.02340 0.0 -3.642 0.02340 0.0 <br /> +0600 +0 600 0 Only +O+S +0 60D +D+S <br /> 20' 1.460 0.0 0.0 -0.3546 0.0 0.0 <br /> +D+S +D+S 0 Only +0.600 +0.60D 0 Only <br /> 20 0.3546 0.0 0.0 -1.460 0.0 0.0 <br /> +0 60D +0 E00 0 Only +D+S +D+S D Only <br /> 21 -1.213 0.09360 0.0 4.995 0.09360 0.0 <br /> +0 60D D Only D Only +O+S +D+0 750S D Only <br /> 21 -4.995 0.05616 0.0 1.213 0.05616 0.0 <br /> +:: +D+S +0 60D D Only +0 60D +0 60D +D+O 750S <br /> 22 l 0,5174 0.0 0,0 -0 05875 0.0 0.0 <br /> •D+S D Only D Only +0.60D D Only D Only <br /> 22 0.05875 0.0 0.0 -0.5174 0.0 0.0 <br /> +0 60D D Only D Only +D+S 0 Only D Only <br /> 23 3.629 0.2692 0.0 -0.8831 0.1988 0.2748 <br /> +0.5 +D•S D Only +0600 +D+S +D+S <br /> 3 0.8820 0.03194 0.0 -3.640 0.01486 0.06660 <br /> +0 60D +0600 D Only «DES +0 60D +0 600 <br /> 24 -0.9321 0.0 0.0 3.839 0.0 0.0 <br /> +0 60D .13,S D Only +D+S D Only D Oaly <br /> 24 -3.839 0.0 0.0 0 9321 0.0 0.0 <br /> +D+S D Only D Only +0 60D +0+8 0 Only <br /> 25 0.0 0.09360 0.0 0.0 0.09360 0.0 <br /> .D+S +D+S D On'y +13+-9 7506 D Only D Only <br /> 2� 0.0 0.05616 0.0 0.0 0.05616 0.0 <br /> +0+0 7503 +060D D Only +D+S +0 E00 +D+S <br /> 20 -0.05616 0,0 0.0 0.09360 0.0 0.0 <br /> .0 60D D Only ' D Only 0 Only D Only 0 Only <br /> 26 -0 09360 0.0 0.0 0 05616 0.0 0.0 <br /> D Only D Only D Only +0.60D D Only D Only <br /> 2r 01882 -0.3885 -0.06660 -0.04583 1.610 0.0 <br /> +D+3 +069D •060D *060D +0.6 .0+8 <br /> 27 0.04571 -1.60 -0.2748 -0.1894 0.3896 0.0 <br /> +0 60D +D+S +0.5 +0+5 •0.60D .0 600 <br /> Extreme Member Forces <br /> Mmbr Label Axial Dist from"l"Joint Moment Dist from"I'Joinl Shear Dist from"I"Joint I <br /> 1 0 03340k 0.0 ft 0.03745 k-ft 2.850 ft -0.001164 k 0.0 ft <br /> Max ,r,.:, ,. <br /> 1 0.006109k 0.0 ft 0000113k-ft 0.058161t i -0.01314k 0.0 ft <br /> Min I I ,,., <br /> 2 001314k 0.011 0.1985k-ft 4.330ft I 0.03340k 0.0 ft <br /> Max <br /> 2 0.001164k 0.0ft -0.02324k-ft 1,41411 ( -0.09781 k 4.330 ft <br /> Min I "' <br /> 3 j -006413k 0.0 ft 0.0k-ft 0.0ft 0.0k 0.011 <br /> Max <br />