杆件内力计算

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0.992
(96) 4 361 30 (441) (90) 105
0.985
(458) 17 374 31 63 13 57
0.989
59 2 240 20 114 23 42
0.989
628 23 246 21 178 36 48
0.992
(838) 43 8 0 64 19 38
0.916
(1360) 76 0 0 (71) 21 68
0.989
628 23 348 29 0 0 56
0.989
59 2 354 30 (84) (17) 55
0.985
(458) 17 315 26 183 37 56
0.992
(96) 4 148 12 (122) (25) 34
0.972
(89) 3 477 40 (505) (103) 125
稳定 性系数
材料
杆端 轴力
N
杆端 剪力
τ_V
最大 弯矩
σ
f
Q235型钢 kN Mpa kN Mpa kNm Mpa Mpa
0.989
451 17 356 30 0 0 54
0.989
(149) 6 331 28 (162) (33) 60
0.992
(705) 26 255 21 (243) (49) 76
(826) 43 22 1 (262) 77 67
(759) 42 27 1 69 20 36
451 17 (237) 20 208 42 51
(149) 6 (263) 22 (42) (9) 40
(705) 26 (255) 21 (243) (49) 76
(149) 6 (331) 28 (162) (33) 60
451 17 (356) 30 0 0 54
628 23 (246) 21 178 36 48
59 2 (354) 30 (84) (17) 55
628 23 (348) 29 0 0 56
(838) 43 8 0 87 26 38
(1360) 76 0 0 (71) 21 68
(838) 43 (8) 0 64 19 38
(626) 33 114 6 186 54 48
(838) 43 (8) 0 (87) 26 38
(1360) 76 0 0 71 21 68
(838) 43 8 0 (64) 19 38
(626) 33 (114) 6 (186) 54 48
(370) 20 0 0 139 41 35
(626) 33 (114) 6 (297) 87 77
(370) 20 0 0 (139) 41 35
(626) 33 114 6 186 54 48
0.977
(826) 43 22 1 (370) 108 94
0.929
(759) 42 27 1 (201) 59 53
杆端 轴力
N
杆端 剪力
τ_V
最大 弯矩
σ
f
kN Mpa kN Mpa kNm Mpa Mpa
451 17 (237) 20 208 42 51
(149) 6 (263) 22 (42) (9) 40
0.992
(838) 43 (8) 0 87 26 38
0.983
(626) 33 114 6 (297) 87 77
0.992
(838) 43 (8) 0 (64) 19 38
0.916
(1360) 76 0 0 71 21 68
0.992
(838) 43 8 0 (87) 26 38
0.983
(626) 33 (114) 6 297 87 77
(96) 4 (361) 30 (441) (90) 105
(89) 3 (477) 40 (505) (103) 125
(96) 4 (148) 12 (122) (25) 34
(458) 17 (315) 26 183 37 56
59 2 (354) 30 (84) (17) 55
628 23 (348) 29 0 0 56
(826) 43 22 1 (262) 77 67
(759) 42 27 1 69 20 36
(826) 43 (22) 1 262 77 67
(759) 42 (27) 1 (69) 20 36
(826) 43 (22) 1 (370) 108 94
(759) 42 (27) 1 (201) 59 53
59 2 (240) 20 114 23 42
(458) 17 (374) 31 63 13 57
Biblioteka Baidu
(96) 4 (361) 30 (441) (90) 105
(89) 3 (477) 40 (505) (103) 125
(96) 4 (148) 12 (122) (25) 34
(458) 17 (315) 26 183 37 56
0.972
(370) 20 0 0 139 41 35
0.983 630*10钢 (626) 33 (114) 6 186 54 48
0.972

(370) 20 0 0 (139) 41 35
0.983
(626) 33 114 6 (297) 87 77
0.988
(826) 43 22 1 (370) 108 94
0.972
(89) 3 477 40 (505) (103) 125
0.992
(96) 4 361 30 (441) (90) 105
0.985
(458) 17 374 31 63 13 57
0.989
59 2 240 20 114 23 42
0.989 双拼56a工 628 23 246 21 178 36 48
(705) 26 (255) 21 (243) (49) 76
(149) 6 (331) 28 (162) (33) 60
451 17 (356) 30 0 0 54
628 23 (246) 21 178 36 48
59 2 (240) 20 114 23 42
(458) 17 (374) 31 63 13 57
0.989
(149) 6 263 22 (42) (9) 40
0.989
451 17 237 20 208 42 51
0.989
628 23 348 29 0 0 56
0.989
59 2 354 30 (84) (17) 55
0.985
(458) 17 315 26 183 37 56
0.992
(96) 4 148 12 (122) (25) 34
0.989 字钢 451 17 356 30 0 0 54
0.989
(149) 6 331 28 (162) (33) 60
0.992
(705) 26 255 21 (243) (49) 76
0.989
(149) 6 263 22 (42) (9) 40
0.989
451 17 237 20 208 42 51
单元号
单位 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48
长度 ix 长细比
cm cm 350 22 16 350 22 16 300 22 14 350 22 16 350 22 16 350 22 16 350 22 16 407 22 19 300 22 14 562 22 26 300 22 14 407 22 19 350 22 16 350 22 16 350 22 16 350 22 16 300 22 14 350 22 16 350 22 16 350 22 16 350 22 16 407 22 19 300 22 14 562 22 26 300 22 14 407 22 19 350 22 16 350 22 16 300 22 14 1100 22 50 300 22 14 424 22 19 300 22 14 1100 22 50 300 22 14 424 22 19 562 22 26 424 22 19 562 22 26 424 22 19 359 22 16 990 22 45 359 22 16 990 22 45 495 22 23 990 22 45 495 22 23 990 22 45
0.929
(759) 42 27 1 (201) 59 53
0.988
(826) 43 (22) 1 370 108 94
0.929
(759) 42 (27) 1 201 59 53
0.977
(826) 43 (22) 1 (262) 77 67
0.929
(759) 42 (27) 1 69 20 36
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