【正文】 ( NA= 864 ) ( NW= 2632 )************************************** * * * 中布荷載內(nèi)力計算 * * * ************************************** The Input Data The General Information E NM NJ NS NLC +07 35 24 12 1 The Information of Membersmember start end A I 1 1 5 2 2 6 3 3 7 4 4 8 5 5 6 6 6 7 7 7 8 8 5 9 9 6 10 10 7 11 11 8 12 12 9 10 13 10 11 14 11 12 15 9 13 16 10 14 17 11 15 18 12 16 19 13 14 20 14 15 21 15 16 22 13 17 23 14 18 24 15 19 25 16 20 26 17 18 27 18 19 28 19 20 29 17 21 30 18 22 31 19 23 32 20 24 33 21 22 34 22 23 35 23 24 The Joint Coordinatesjoint X Y 1 .000000 .000000 2 .000000 3 .000000 4 .000000 5 .000000 6 7 8 9 .000000 10 11 12 13 .000000 14 15 16 17 .000000 18 19 20 21 .000000 22 23 24 The Information of Supports IS VS 11 .000000 12 .000000 13 .000000 21 .000000 22 .000000 23 .000000 31 .000000 32 .000000 33 .000000 41 .000000 42 .000000 43 .000000 ( NA= 864 ) ( NW= 2612 ) Loading Case 1 The Loadings at Joints NLJ= 10 ILJ PX PY PM 6 .0000 .00000 7 .0000 .00000 10 .0000 .00000 11 .0000 .00000 14 .0000 .00000 15 .0000 .00000 18 .0000 .00000 19 .0000 .00000 22 .0000 .00000 23 .0000 .00000 The Loadings at Members NLM= 0 The Results of Calculation The Joint Displacementsjoint u v phi 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 The Terminal Forcesmember N(st) Q(st) M(st) N(en) Q(en) M(en) 1 .204 2 .158 3 .158 .257 .485 4 .204 .347 .610 5 .615 .640 6 .000 .000 .258 7 .640 .615 8 .844 9 .775 10 .775 11 .844 12 .986 .282 13 .000 .510 .000 .323 14 .282 .986 15 16 17 18 19 .175 20 .000 .370 .000 .406 21 .175 22 23 24 25 26 .017 27 .163 .000 .000 .475 28 .017 29 30 31 32 33 34 .000 .000 .922 35 ( NA= 864 ) ( NW= 2612 )