关于节点域抗剪超限的问题我做的工程是一级框架，在SATWE超配筋信息里显示部分柱节点域抗剪超限， ------------------------------------------------ | 第 4 层配筋、验算 柱墙活荷载折减系数 1.00 | ------------------------------------------------ ------------------------------------------------
关于节点域抗剪超限的问题
我做的工程是一级框架，在SATWE超配筋信息里显示部分柱节点域抗剪超限，
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| 第 4 层配筋、验算 柱墙活荷载折减系数 1.00 |
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| 第3 层配筋、验算 柱墙活荷载折减系数 1.00 |
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| 第2 层配筋、验算 柱墙活荷载折减系数 1.00 |
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| 第 1层配筋、验算 柱墙活荷载折减系数 1.00 |
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**
节点域抗剪超限 N-C=20 ( 30)Vjx= -4513; FFC=0.35*FC*B*H=4298
我研究了一下，SATWE给出的信息，它是根据抗规附录D,（D.1.3）给出的，0.5实际上是0.3/0.85＝0.3529，
但是规范上给出的正交梁的约束影响系数PKPM始终取1.0，
因为我的柱子是750x850的，正交的梁调整为一个方向为400x1000（与750柱边相交），450x1000（与850柱边相交），完全满足规范所规定的取1.5的条件，
但是计算软件还是给出：
N-C= 20 ( 30)Vjy= -4893. > FFC=0.35*fc*H*B= 4298.
这是实际上 FFC=0.3/0.8*1.5*fc*H*B＝6447，应该是满足规范要求的。
PKPM工程部解释：软件可能没有考虑抗震规范上附录D,（D.1.3）给出的影响系数。
我不知道有没有别的人遇到过类似的情况。
2楼
我们都是PKPM升级的实验品。作结构真苦。
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3楼
老大，你用的是7月27版么？论坛上发的那个
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4楼
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5楼
这个问题还没注意过，下次看看:lol
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6楼
我做的一个5层异形柱框架结构：
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| 第 7 层配筋、验算 |
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| 第 6 层配筋、验算 |
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| 第 5 层配筋、验算 |
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| 第 4 层配筋、验算 |
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** 节点域抗剪超限 N-C= 8 ( 29)Vjx= -283. > FFC=0.23*fc*B*H= 279.
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** 节点域抗剪超限 N-C= 10 ( 31)Vjy= -485. > FFC=0.32*fc*H*B= 463.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 11 ( 28)Vjx= 362. > FFC=0.25*fc*B*H= 351.
** 节点域抗剪超限 N-C= 11 ( 30)Vjy= 405. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 14 ( 28)Vjx= 390. > FFC=0.25*fc*B*H= 351.
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** 节点域抗剪超限 N-C= 19 ( 29)Vjx= -393. > FFC=0.25*fc*B*H= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 23 ( 31)Vjy= -485. > FFC=0.32*fc*H*B= 463.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 24 ( 29)Vjx= -361. > FFC=0.25*fc*B*H= 351.
** 节点域抗剪超限 N-C= 24 ( 30)Vjy= 403. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 30 ( 28)Vjx= 285. > FFC=0.23*fc*B*H= 279.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 32 ( 30)Vjy= 480. > FFC=0.29*fc*H*B= 415.
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** 节点域抗剪超限 N-C= 39 ( 29)Vjx= -285. > FFC=0.23*fc*B*H= 279.
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** 节点域抗剪超限 N-C= 41 ( 31)Vjy= -485. > FFC=0.32*fc*H*B= 463.
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** 节点域抗剪超限 N-C= 42 ( 28)Vjx= 362. > FFC=0.25*fc*B*H= 351.
** 节点域抗剪超限 N-C= 42 ( 30)Vjy= 404. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 45 ( 28)Vjx= 395. > FFC=0.25*fc*B*H= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 50 ( 29)Vjx= -389. > FFC=0.25*fc*B*H= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 54 ( 31)Vjy= -484. > FFC=0.32*fc*H*B= 463.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 55 ( 29)Vjx= -362. > FFC=0.25*fc*B*H= 351.
** 节点域抗剪超限 N-C= 55 ( 30)Vjy= 404. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 61 ( 28)Vjx= 284. > FFC=0.23*fc*B*H= 279.
----------------------------------------------------------------------------
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| 第 3 层配筋、验算 |
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** 节点域抗剪超限 N-C= 8 ( 29)Vjx= -305. > FFC=0.23*fc*B*H= 279.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 10 ( 31)Vjy= -505. > FFC=0.32*fc*H*B= 463.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 11 ( 28)Vjx= 383. > FFC=0.25*fc*B*H= 351.
** 节点域抗剪超限 N-C= 11 ( 30)Vjy= 413. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 14 ( 28)Vjx= 423. > FFC=0.25*fc*B*H= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 19 ( 29)Vjx= -426. > FFC=0.25*fc*B*H= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 23 ( 31)Vjy= -505. > FFC=0.32*fc*H*B= 463.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 24 ( 29)Vjx= -383. > FFC=0.25*fc*B*H= 351.
** 节点域抗剪超限 N-C= 24 ( 30)Vjy= 412. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 30 ( 28)Vjx= 307. > FFC=0.23*fc*B*H= 279.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 32 ( 30)Vjy= 508. > FFC=0.29*fc*H*B= 414.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 39 ( 29)Vjx= -306. > FFC=0.23*fc*B*H= 279.
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** 节点域抗剪超限 N-C= 41 ( 31)Vjy= -504. > FFC=0.32*fc*H*B= 463.
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** 节点域抗剪超限 N-C= 42 ( 28)Vjx= 385. > FFC=0.25*fc*B*H= 351.
** 节点域抗剪超限 N-C= 42 ( 30)Vjy= 412. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 45 ( 28)Vjx= 428. > FFC=0.25*fc*B*H= 351.
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** 节点域抗剪超限 N-C= 50 ( 29)Vjx= -422. > FFC=0.25*fc*B*H= 351.
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** 节点域抗剪超限 N-C= 54 ( 31)Vjy= -504. > FFC=0.32*fc*H*B= 463.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 55 ( 29)Vjx= -383. > FFC=0.25*fc*B*H= 351.
** 节点域抗剪超限 N-C= 55 ( 30)Vjy= 413. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 61 ( 28)Vjx= 305. > FFC=0.23*fc*B*H= 279.
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| 第 2 层配筋、验算 |
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** 节点域抗剪超限 N-C= 2 ( 30)Vjy= 380. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 5 ( 28)Vjx= 361. > FFC=0.25*fc*B*H= 351.
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** 节点域抗剪超限 N-C= 8 ( 29)Vjx= -340. > FFC=0.23*fc*B*H= 278.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 10 ( 31)Vjy= -536. > FFC=0.32*fc*H*B= 463.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 11 ( 28)Vjx= 417. > FFC=0.25*fc*B*H= 351.
** 节点域抗剪超限 N-C= 11 ( 30)Vjy= 439. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 13 ( 28)Vjx= 351. > FFC=0.25*fc*B*H= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 14 ( 28)Vjx= 477. > FFC=0.25*fc*B*H= 351.
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** 节点域抗剪超限 N-C= 19 ( 29)Vjx= -481. > FFC=0.25*fc*B*H= 351.
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** 节点域抗剪超限 N-C= 23 ( 31)Vjy= -536. > FFC=0.32*fc*H*B= 463.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 24 ( 29)Vjx= -419. > FFC=0.25*fc*B*H= 351.
** 节点域抗剪超限 N-C= 24 ( 30)Vjy= 439. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 26 ( 29)Vjx= -355. > FFC=0.25*fc*B*H= 351.
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** 节点域抗剪超限 N-C= 27 ( 29)Vjx= -360. > FFC=0.25*fc*B*H= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 30 ( 28)Vjx= 342. > FFC=0.23*fc*B*H= 279.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 32 ( 30)Vjy= 555. > FFC=0.29*fc*H*B= 410.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 36 ( 28)Vjx= 360. > FFC=0.25*fc*B*H= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 39 ( 29)Vjx= -341. > FFC=0.23*fc*B*H= 279.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 41 ( 31)Vjy= -536. > FFC=0.32*fc*H*B= 463.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 42 ( 28)Vjx= 421. > FFC=0.25*fc*B*H= 351.
** 节点域抗剪超限 N-C= 42 ( 30)Vjy= 439. > FFC=0.25*fc*H*B= 351.
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** 节点域抗剪超限 N-C= 44 ( 28)Vjx= 354. > FFC=0.25*fc*B*H= 351.
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** 节点域抗剪超限 N-C= 45 ( 28)Vjx= 482. > FFC=0.25*fc*B*H= 351.
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** 节点域抗剪超限 N-C= 50 ( 29)Vjx= -477. > FFC=0.25*fc*B*H= 351.
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** 节点域抗剪超限 N-C= 54 ( 31)Vjy= -535. > FFC=0.32*fc*H*B= 463.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 55 ( 29)Vjx= -416. > FFC=0.25*fc*B*H= 351.
** 节点域抗剪超限 N-C= 55 ( 30)Vjy= 439. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 58 ( 29)Vjx= -361. > FFC=0.25*fc*B*H= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 61 ( 28)Vjx= 340. > FFC=0.23*fc*B*H= 278.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 63 ( 30)Vjy= 379. > FFC=0.25*fc*H*B= 351.
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| 第 1 层配筋、验算 |
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** 节点域抗剪超限 N-C= 3 ( 30)Vjy= 353. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 7 ( 28)Vjx= 428. > FFC=0.24*fc*B*H= 350.
** 节点域抗剪超限 N-C= 7 ( 31)Vjy= -485. > FFC=0.29*fc*H*B= 408.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 10 ( 29)Vjx= -336. > FFC=0.23*fc*B*H= 274.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 12 ( 31)Vjy= -538. > FFC=0.32*fc*H*B= 459.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 13 ( 28)Vjx= 400. > FFC=0.24*fc*B*H= 347.
** 节点域抗剪超限 N-C= 13 ( 30)Vjy= 414. > FFC=0.24*fc*H*B= 347.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 16 ( 29)Vjx= -469. > FFC=0.25*fc*B*H= 350.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 21 ( 31)Vjy= -467. > FFC=0.32*fc*H*B= 450.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 22 ( 28)Vjx= 477. > FFC=0.25*fc*B*H= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 27 ( 31)Vjy= -538. > FFC=0.32*fc*H*B= 459.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 28 ( 29)Vjx= -409. > FFC=0.24*fc*B*H= 347.
** 节点域抗剪超限 N-C= 28 ( 30)Vjy= 412. > FFC=0.24*fc*H*B= 347.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 30 ( 29)Vjx= -356. > FFC=0.25*fc*B*H= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 32 ( 29)Vjx= -426. > FFC=0.24*fc*B*H= 349.
** 节点域抗剪超限 N-C= 32 ( 31)Vjy= -478. > FFC=0.29*fc*H*B= 408.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 35 ( 28)Vjx= 338. > FFC=0.23*fc*B*H= 275.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 37 ( 31)Vjy= -592. > FFC=0.32*fc*H*B= 454.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 38 ( 30)Vjy= 537. > FFC=0.28*fc*H*B= 405.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 43 ( 28)Vjx= 426. > FFC=0.24*fc*B*H= 349.
** 节点域抗剪超限 N-C= 43 ( 31)Vjy= -478. > FFC=0.29*fc*H*B= 408.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 46 ( 29)Vjx= -337. > FFC=0.23*fc*B*H= 275.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 48 ( 31)Vjy= -537. > FFC=0.32*fc*H*B= 459.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 49 ( 28)Vjx= 412. > FFC=0.24*fc*B*H= 347.
** 节点域抗剪超限 N-C= 49 ( 30)Vjy= 413. > FFC=0.24*fc*H*B= 347.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 51 ( 28)Vjx= 355. > FFC=0.25*fc*B*H= 351.
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** 节点域抗剪超限 N-C= 52 ( 28)Vjx= 478. > FFC=0.25*fc*B*H= 351.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 57 ( 31)Vjy= -467. > FFC=0.32*fc*H*B= 450.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 58 ( 28)Vjx= 469. > FFC=0.25*fc*B*H= 350.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 63 ( 31)Vjy= -537. > FFC=0.32*fc*H*B= 459.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 64 ( 29)Vjx= -400. > FFC=0.24*fc*B*H= 347.
** 节点域抗剪超限 N-C= 64 ( 30)Vjy= 413. > FFC=0.24*fc*H*B= 347.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 68 ( 29)Vjx= -428. > FFC=0.24*fc*B*H= 350.
** 节点域抗剪超限 N-C= 68 ( 31)Vjy= -484. > FFC=0.29*fc*H*B= 408.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 71 ( 28)Vjx= 336. > FFC=0.23*fc*B*H= 274.
----------------------------------------------------------------------------
** 节点域抗剪超限 N-C= 74 ( 30)Vjy= 353. > FFC=0.25*fc*H*B= 351.
----------------------------------------------------------------------------
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7楼
按1.5算得话应该都不超限的。
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8楼
异形柱的节点不应该乘1.5。
CRSC比PKPM的节点剪力算的准确些。
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9楼
楼主是用那个版本的pkpm
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10楼
调这个也真是很麻烦，经常遇到这样的，不知道怎么调最有效啊:) :)
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11楼
哎，软件永远不可靠啊，，自己判断！！
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