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STEEL BUILDING SYSTEMS, IYC.
<br /> ' � P.O. BOX 447 �
<br /> ADEL, GA 31620
<br /> (912) 896-7428
<br /> FRA;KE DESIGy PAGE �3
<br /> ------------ DATE 2/ 2/2000
<br /> TIME 10:51:59
<br /> 'ROJECT: SBS 00-01-030"A" PROFESSIONAL AIRPORT
<br /> �RAKE : Frame Number 1
<br /> :E�fBER FORCES FOR MBNBERS: 1 - 2
<br /> ABSOLUTE MOMENTS AND AXIAL FORCBS
<br /> 'T MB+fBER MAXIMU►1 ---------------------------------------------------------------------------
<br /> 0 MIHBER SHEAR MOMENT AXIAL MOMENT AXIAL MOMENT AXIAL MOHENT AXIAL
<br /> (KIPS) (K-FT) (KIPS) (H-FT) _ (KIPS� (K-FTJ (KIPS� (K-FTJ (KIPS�
<br /> I.OD+I.OL 1.OD+1,Ok! C1 1,OD+1,OW C2 1.OD+1.OZ
<br /> 1,OD+1.OS 1.OD+ ,55+1.0� C1 I.OD+ .5S+1,OW C2 I.OD+I.OS+ .5� C1 ,
<br /> 1,0➢+1.OS+ .5W C2 1.OD+1.OS+1,OZ
<br /> 1 1 15.77 .00 19.24 ,00 -21.78 .00 -11.36 .00 4.07 �
<br /> .00 4.07 ,00 -Z1.78 .00 -11.36 ,00 -9.36
<br /> .00 -9,15 .00 4.07
<br /> 1 2 15.77 .00 19.24 ,00 -15.50 .00 -5.07 .00 4.06
<br /> .00 4.07 .00 -15.50 .00 -5.07 .00 -6.22
<br /> ,DO -1.01 .00 4,08
<br /> 2 1 15.3a 40.79 19,18 -49,17 -21.77 -33.12 -11,31 8.61 4.06
<br /> 8.64 4.06 -49.17 -21.77 -33.12 -11.31 -21.34 -9.36
<br /> -13,32 -4.13 8.61 4.06
<br /> 2 2 15.35 90.79 19.19 -26.53 -15,55 -10.49 -5.10 8,66 4.07
<br /> 8.69 4.06 -26.53 -15,55 -10.49 -5,10 -10.03 -6.25
<br /> -2.00 -1.02 8.66 9.U7
<br /> 3 1 14.93 81.59 19.12 -97.00 -21,76 -62.80 -11.27 17.23 4.05
<br /> 17,2B 9.05 -97.00 -21.76 -62.80 -11.27 -42,Q2 -9,36
<br /> -24,91 -4.12 17,23 4.05
<br /> 3 2 14.93 81.59 19.12 -55,98 -15.61 -21.98 -5.12 17,32 4.05
<br /> 17.28 4.05 -55.98 -15,61 -21.78 -5.12 -21.51 -6.28
<br /> -4.40 -1.04 17,32 4,05
<br /> 4 1 14.51 122.40 19.07 -143.51 -21,75 -89.02 -11.23 25.85 4.03
<br /> 25.92 4.04 -143,51 -21.7a -89.02 -11.23 -62.03 -9.36
<br /> -34.78 -4,10 25.85 4.03
<br /> 4 2 19.51 122.90 19.07 -88.35 -15,66 -33.86 -5.14 25.98 4.0�
<br /> 25,9Z 4.04 -88.35 -15.66 -33.86 -5.19 -34.45 -6.31
<br /> -7.20 -1.05 25.98 4.04
<br /> a 1 14.09 163,21 19.01 -188.70 -21,74 -111,80 -11,18 34.47 4.02
<br /> 34,56 9.03 -188.70 -21.74 -I11.B0 -11.18 -81,38 -9.36
<br /> -42.93 -4.08 34.47 4,02
<br /> a 2 14.09 163.21 19.01 -123.63 -15,71 -46.73 -5.16 34,64 4,03
<br /> 34.56 4.03 -123.63 -15.71 -96.73 -5.18 -48.84 -6.35
<br /> -10.39 -1.07 34.64 4.03
<br /> 6 1 14,08 163.43 19,01 -188,94 -21,74 -l1t.91 -11,18 34.51 4.02 -
<br /> 34.61 4.03 -188.94 -21.74 -111.91 -11.18 -B1,48 -9.3fi `
<br /> -42.97 -4.08 34,51 4.02
<br /> 6 2 14.OB 163.�3 19.01 -123.82 -1a.11 -46.80 -5.16 34.69 9.03 "
<br /> 34.61 4.03 -123,82 -15,71 -46.80 -5.16 -48,92 -6.35
<br /> -10.41 -1.07 34.69 9.03 ��
<br /> 7 1 13.62 208.59 18.94 -237.36 -21,73 -133.07 -11.14 4�.05 4.01 � - -
<br /> 44.17 4.01 -23T.36 -21.73 -133,07 -11.14 -102.10 -9.36
<br /> -49.96 -4.06 49.05 4.01 }� � '
<br />� ' 2 13,62 208.59 18,99 -166.2fi -15.77 -61,97 -a,1B 44.27 4.02 � ✓p�.V`�
<br />' 44,17 4.01 -166.26 -1�.77 -61,97 -a,18 -66.5a -6.38
<br /> -19.41 -1,09 94.27 9.02
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