43 .000000

( NA= 864 ) ( NW= 2612 )

Loading Case 1

The Loadings at Joints

NLJ= 10

ILJ PX PY PM 6 .0000 -20.1600 .00000 7 .0000 -20.1600 .00000 10 .0000 -20.1600 .00000 11 .0000 -20.1600 .00000 14 .0000 -20.1600 .00000 15 .0000 -20.1600 .00000 18 .0000 -20.1600 .00000 19 .0000 -20.1600 .00000 22 .0000 -20.1600 .00000 23 .0000 -20.1600 .00000

The Loadings at Members

NLM= 0

The Results of Calculation

The Joint Displacements

joint u v phi

1 -2.035738E-23 -5.259298E-22 3.466494E-23 2 -1.580287E-23 -9.554070E-21 2.574105E-23 3 1.580287E-23 -9.554070E-21 -2.574105E-23 4 2.035738E-23 -5.259298E-22 -3.466494E-23 5 -9.448617E-07 -2.288768E-06 -1.911175E-06 6 -3.351784E-07 -4.157789E-05 -1.653077E-06 7 3.351784E-07 -4.157789E-05 1.653077E-06 8 9.448617E-07 -2.288768E-06 1.911175E-06 9 -4.048056E-07 -3.578900E-06 -2.355072E-06 10 -1.358861E-07 -6.268776E-05 -2.066730E-06 11 1.358861E-07 -6.268776E-05 2.066730E-06 12 4.048056E-07 -3.578900E-06 2.355072E-06 13 -2.652117E-07 -4.595245E-06 -2.951448E-06 14 -9.877380E-08 -7.847141E-05 -2.596843E-06 15 9.877380E-08 -7.847141E-05 2.596843E-06

16 2.652117E-07 -4.595245E-06 2.951448E-06 17 5.981009E-08 -5.269792E-06 -3.287764E-06 18 4.355377E-08 -8.899687E-05 -3.042624E-06 19 -4.355377E-08 -8.899687E-05 3.042624E-06 20 -5.981009E-08 -5.269792E-06 3.287764E-06 21 1.845376E-06 -5.653698E-06 -8.171258E-06 22 6.227118E-07 -9.607963E-05 -5.900228E-06 23 -6.227118E-07 -9.607963E-05 5.900228E-06 24 -1.845376E-06 -5.653698E-06 8.171258E-06

The Terminal Forces

member N(st) Q(st) M(st) N(en) Q(en) M(en) 1 5.259 -.204 -.347 -5.259 .204 -.610 2 95.541 -.158 -.257 -95.541 .158 -.485 3 95.541 .158 .257 -95.541 -.158 .485 4 5.259 .204 .347 -5.259 -.204 .610 5 -.640 .615 1.828 .640 -.615 1.861 6 -1.257 .000 -.258 1.257 .000 .258 7 -.640 -.615 -1.861 .640 .615 -1.828 8 4.644 -.844 -1.218 -4.644 .844 -1.314 9 75.996 -.775 -1.117 -75.996 .775 -1.207 10 75.996 .775 1.117 -75.996 -.775 1.207 11 4.644 .844 1.218 -4.644 -.844 1.314 12 -.282 .986 2.938 .282 -.986 2.976 13 -.510 .000 -.323 .510 .000 .323 14 -.282 -.986 -2.976 .282 .986 -2.938 15 3.659 -1.126 -1.625 -3.659 1.126 -1.754 16 56.821 -1.002 -1.446 -56.821 1.002 -1.560 17 56.821 1.002 1.446 -56.821 -1.002 1.560 18 3.659 1.126 1.625 -3.659 -1.126 1.754 19 -.175 1.230 3.669 .175 -1.230 3.714 20 -.370 .000 -.406 .370 .000 .406 21 -.175 -1.230 -3.714 .175 1.230 -3.669 22 2.428 -1.301 -1.915 -2.428 1.301 -1.988 23 37.892 -1.198 -1.748 -37.892 1.198 -1.845 24 37.892 1.198 1.748 -37.892 -1.198 1.845 25 2.428 1.301 1.915 -2.428 -1.301 1.988 26 .017 1.392 4.160 -.017 -1.392 4.191 27 .163 .000 -.475 -.163 .000 .475 28 .017 -1.392 -4.191 -.017 1.392 -4.160 29 1.037 -1.284 -2.172 -1.037 1.284 -2.963 30 19.123 -1.051 -1.871 -19.123 1.051 -2.334 31 19.123 1.051 1.871 -19.123 -1.051 2.334 32 1.037 1.284 2.172 -1.037 -1.284 2.963 33 1.284 1.037 2.963 -1.284 -1.037 3.256 34 2.335 .000 -.922 -2.335 .000 .922

35 1.284 -1.037 -3.256 -1.284 1.037 -2.963

( NA= 864 ) ( NW= 2612 )

************************************** * * * 右布荷载内力计算 * * * **************************************

The Input Data

The General Information

E NM NJ NS NLC 3.000E+07 35 24 12 1

The Information of Members

member start end A I

1 1 5 2.500000E-01 5.210000E-03 2 2 6 2.500000E-01 5.210000E-03 3 3 7 2.500000E-01 5.210000E-03 4 4 8 2.500000E-01 5.210000E-03 5 5 6 1.500000E-01 9.000000E-03 6 6 7 1.250000E-01 5.210000E-03 7 7 8 1.500000E-01 9.000000E-03 8 5 9 2.500000E-01 5.210000E-03 9 6 10 2.500000E-01 5.210000E-03 10 7 11 2.500000E-01 5.210000E-03 11 8 12 2.500000E-01 5.210000E-03 12 9 10 1.500000E-01 9.000000E-03 13 10 11 1.250000E-01 5.210000E-03 14 11 12 1.500000E-01 9.000000E-03 15 9 13 2.500000E-01 5.210000E-03 16 10 14 2.500000E-01 5.210000E-03 17 11 15 2.500000E-01 5.210000E-03 18 12 16 2.500000E-01 5.210000E-03 19 13 14 1.500000E-01 9.000000E-03 20 14 15 1.250000E-01 5.210000E-03 21 15 16 1.500000E-01 9.000000E-03 22 13 17 2.500000E-01 5.210000E-03 23 14 18 2.500000E-01 5.210000E-03 24 15 19 2.500000E-01 5.210000E-03 25 16 20 2.500000E-01 5.210000E-03 26 17 18 1.500000E-01 9.000000E-03 27 18 19 1.250000E-01 5.210000E-03 28 19 20 1.500000E-01 9.000000E-03 29 17 21 2.500000E-01 5.210000E-03 30 18 22 2.500000E-01 5.210000E-03 31 19 23 2.500000E-01 5.210000E-03