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STEEL BUILDIYG SYSTBMS, INC.
<br /> P.O, BOX 447 �
<br /> ADEL, GA 316Z0
<br /> (912) 89fi-7428
<br /> FRAME DESI6N PAGE 1
<br /> ------------ DATE 2/ 2/2000
<br /> TIHE 09:37:17
<br /> PROJBCT: S9S 00-01-030"B' PROFESSIONAL AIRCRAFT
<br /> FRA�ME : Fra�e Number 1
<br /> STRBSS ANALYSIS FOR MEHBBRS: 1 - 1
<br /> LEFT EXTREMITY RIGHT EXTRBMITY WEB
<br /> --------------------------------------------- --------------------------------•------------ ----- �
<br /> PT A%IAL STRESS BENDING STRESS STRESS AXIAL STRESS BENDING STRESS STRESS SHEAR
<br /> NO , COHPUTED ALLOwABLE COHPUTED A�LO�ABLE RATIO COHPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO RATIO
<br /> (KSI) (KSI) (KSI) (KSI) (KSI) (KS1� (KSI) (KSI)
<br /> 1 .7B 21.51 .00 28,26 ,036 .78 Z1,51 .00 30.00 ,036 .150
<br /> 2 -,70 30.00 -5.91 30,00 .Z20 -.70 30.00 5.91 10,26 .552 .098
<br /> 3 -.70 30.00 -9.36 30.00 .335 -.70 30,Q0 9.36 10.26 .889 ,047
<br /> 9 -.70 30,00 -10.35 30.00 .369 -.70 30.00 10.35 10.26 ,986 ,005
<br /> 5 -,70 30.00 -8.89 30.00 .320 -,70 30,00 8.89 10.Z6 .643 .056
<br /> 6 -.70 30.00 -8.87 30.00 .319 -.70 30.00 8.87 10.26 .842 .057
<br />' 7 -,70 30,00 -5.70 30.00 .214 -,70 30.00 5.70 10.Z6 ,533 .100
<br /> 8 -.70 30.OD -.77 30,00 .099 -1.02 30.00 -,35 3D.00 ,046 ,14g
<br /> GEOMETRIC PROPERTIES FOR HEMBERS: 1 - 1
<br /> S E C T I 0 N D E S C R I P T I 0 N FU1L SECTION PROPERTIES
<br /> -------------------------------------------------------------- -------------------------------
<br /> P 0 I N T LEFT FLAYCE RIGHT FLANGE W E B MOM OF SECTION MODULU5
<br /> NO LOCATION WIDTH THK UNBR LGTH �IDTH THK UNBR LGTH THK HEIGHT S SPACE AREA INERTIA LEFT RIGHT
<br /> (FT) (IN) (IN) (IN) ([N) (IN) (IN) (IN) (IN) (IN) (IN2) (IN4) (IN3) (IN3)
<br /> 1 ,00 6.0 .250 88.0 6.0 ,250 208.0 .134 10.00 244.0 4.3 90.0 I7,15 17.15
<br /> 2 3.50 6.0 .250 88,0 6.0 .250 Z08.0 .134 1D.00 244.0 4,3 90.0 17,15 17,15
<br /> 3 7.00 6.0 .250 88.0 6.0 .250 208,0 .134 10.00 249.0 4.3 90.0 17.15 17.15
<br /> 4 10.50 fi.0 .250 60.0 6.0 .250 209,0 ,134 10,00 244,0 4,3 90,0 17.15 17,1a
<br /> S 14.00 6,0 .250 60.Q 6.0 .250 208.0 ,134 10.00 Z44.0 4,3 90.0 17.15 17,15
<br /> 6 14.08 6.0 .ZSO 60.0 6,0 .250 208.0 .134 1Q.00 244.0 4,3 90.0 17,15 17,15
<br /> 7 16,99 6.0 ,250 60.0 6,0 ,ZSO 208,0 .134 10.00 244,0 4.3 90.0 17,1'a 17.1"a
<br />� 8 19,95 fi.0 .250 31.4 6.0 .2�0 31.4 .134 10.00 244.0 4.3 90.0 17,15 I7.la
<br /> FLAVCES WEB
<br /> YIELD STRBSSES (K5I} 50.0 50,0
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