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� STEEL BUILDIYG SYSTE�S, INC.
<br /> P,O. BOX 447
<br /> ADE1, GA 31620
<br /> (912} 896-74Z8
<br /> FRA�NE DESIGN PAGE 6
<br /> ------------ DATE 2/ 2/2000
<br /> TIHE 09:37:17
<br /> PROJECT: SBS 00-01-030"B" PROFESSIONAL AIRCRAFT
<br /> FRA�fE : Frame Number 1
<br /> MBHBER FORCES FOR MEMDERS: 2 - 2
<br /> ABSOLUTE MOMENTS AND AXIAL FORCES
<br /> PTMEMBER MAXIMOM ---------------------------------------------------------------------------
<br /> NO NUHBER SHEAR HOMBNT AXIAL MOMBNT AXIAL MOKENT AXIA1 MOMENT A%IAL �
<br /> (KIPS) (K-FT) (KIPS) (K-FT} (KIPS) (K-FT) (RIPSJ (K-FT) (KIPS)
<br /> 1,OD+1.OL 1,ODt1.Ok� C1 1.OD+1.OW C1 1,OD+1.0z
<br /> 1.OD+1.05 1.OD+ .SS+1.OW C1 1,OD+ ,5S+1,OW Cl 1.OD+1.05+ .5W C1
<br /> 1.OD+1.OS+ .SW C1 1.OD+1,OS+1.OZ
<br /> 1 2 4.36 -1.21 .27 1.71 .95 1.D6 -3.I6 -.20 ,05
<br /> -.20 .04 1.71 ,95 1.06 -3,16 .78 .49
<br /> .45 -1.56 -,20 ,05
<br /> 2 2 3.8fi -4.44 .24 S,9T .94 3.69 -3.16 -.11 ,04
<br /> -.71 ,04 5.97 ,94 3.69 -3.16 2.72 ,49
<br /> 1.58 -1.57 -.71 .04
<br /> 3 2 3.86 -4.49 .24 6,03 ,94 3,73 -3,16 -,72 .04
<br /> -.72 .04 6.03 .94 3.73 -3,16 2.75 .49
<br /> 1.60 -1.57 -,72 .04
<br /> 4 2 2.82 -9.86 .17 13.Z6 .94 8,20 -3.17 -1.59 .03
<br /> -1.59 .03 13.26 ,94 8,20 -3.17 6.Q4 .48
<br /> ' 3.51 -1,67 -1.59 .03
<br /> 5 2 1,79 -13.57 .11 18,25 .93 11.29 -3.18 -2.19 ,02
<br /> -2.19 .02 18.25 .93 11.29 -3.18 8.31 .47
<br /> 4.82 -1,58 -2.18 .02
<br /> 6 2 .75 -15.61 .05 21.00 ,92 12.99 -3.18 -2.51 .O1
<br /> -2,51 .Ol 21,00 ,92 12.99 -3,18 9,56 ,46
<br />�� 5.55 -1.59 -Z.51 .Ol
<br />, 7 2 .75 -15.62 .0� 21.02 .92 13.00 -3,16 -2.52 .O1
<br /> -2,52 ,Ol 21.02 .92 13.00 -3,18 9.57 .46
<br /> 5.56 -1.59 -2,52 ,Ol
<br /> 8 2 .25 -16.00 .02 21,53 .92 13.32 -3.19 -2,58 .00
<br /> -2.58 .00 21.53 .92 13.32 -3.19 9,80 ,46
<br /> 5,69 -1,59 -2,58 ,00
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