超筋信息？具体哪方面超筋？

发布于：2013-08-06 10:20:06 来自：建筑结构/武汉老庄结构院 [复制转发]

** ( 29)V= 1273. > Fv=0.18*fc*B*Ho= 848.
N-WC= 3 (I= 443 J= 453) B*H*Lwc(m)= 0.24* 1.60* 3.30
aa= 200(mm) Nfw= 3 Rcw= 30.0 Fy= 300. Fyv= 270. Fyw= 300. Rwv= 0.30
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** ( 28)V= -1062. > Fv=0.18*fc*B*Ho= 852.
N-WC= 4 (I= 537 J= 544) B*H*Lwc(m)= 0.24* 1.61* 3.30
aa= 200(mm) Nfw= 3 Rcw= 30.0 Fy= 300. Fyv= 270. Fyw= 300. Rwv= 0.30
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** ( 29)V= 578. > Fv=0.18*fc*B*Ho= 515.
N-WC= 5 (I= 448 J= 452) B*H*Lwc(m)= 0.24* 1.05* 3.30
aa= 200(mm) Nfw= 3 Rcw= 30.0 Fy= 300. Fyv= 270. Fyw= 300. Rwv= 0.30
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** ( 28)V= -579. > Fv=0.18*fc*B*Ho= 515.
N-WC= 7 (I= 540 J= 549) B*H*Lwc(m)= 0.24* 1.05* 3.30
aa= 200(mm) Nfw= 3 Rcw= 30.0 Fy= 300. Fyv= 270. Fyw= 300. Rwv= 0.30
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** ( 1)T= 67. V= -57. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 11 (I= 443, J= 453) ( 1)B*H(mm)= 300* 600
Lb= 1.60 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)T= 77. V= -76. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 21 (I= 537, J= 544) ( 1)B*H(mm)= 300* 600
Lb= 1.60 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)V= 793. > Fv=0.25*fc*B*Ho= 480.
** ( 1)V= 742. > Fv=0.25*fc*B*Ho= 480.
** ( 1)V= 692. > Fv=0.25*fc*B*Ho= 480.
** ( 1)V= 641. > Fv=0.25*fc*B*Ho= 480.
** ( 1)V= 591. > Fv=0.25*fc*B*Ho= 480.
** ( 1)V= 541. > Fv=0.25*fc*B*Ho= 480.
** ( 1)V= 490. > Fv=0.25*fc*B*Ho= 480.
** ( 1)T= 21. V= 793. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
** ( 1)Rs=500.00 > Rsmax = 2.75
** ( 17)Rs=500.00 > Rsmax = 4.00
** ( 18)Rs=500.00 > Rsmax = 4.00
N-B= 57 (I= 501, J= 507) ( 1)B*H(mm)= 300* 500
Lb= 1.80 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)T= 25. V= -352. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
** ( 10)Rs=500.00 > Rsmax = 4.00
** ( 11)Rs=500.00 > Rsmax = 4.00
N-B= 58 (I= 507, J= 511) ( 1)B*H(mm)= 300* 500
Lb= 2.90 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)T= 34. V= 648. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 78 (I= 458, J= 459) ( 1)B*H(mm)= 400* 600
Lb= 1.50 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)T= 29. V= 642. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 79 (I= 490, J= 491) ( 1)B*H(mm)= 350* 600
Lb= 1.50 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)T= 29. V= 636. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 80 (I= 502, J= 503) ( 1)B*H(mm)= 350* 600
Lb= 1.50 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)T= 34. V= 652. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 81 (I= 534, J= 535) ( 1)B*H(mm)= 400* 600
Lb= 1.50 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)V= -1080. > Fv=0.25*fc*B*Ho= 1069.
** ( 1)T= 11. V= -1080. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 111 (I= 470, J= 471) ( 1)B*H(mm)= 400* 800
Lb= 1.35 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)V= -1073. > Fv=0.25*fc*B*Ho= 1069.
** ( 1)T= 10. V= -1073. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 112 (I= 480, J= 481) ( 1)B*H(mm)= 400* 800
Lb= 1.35 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)V= -1080. > Fv=0.25*fc*B*Ho= 1069.
** ( 1)T= 6. V= -1080. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 113 (I= 514, J= 515) ( 1)B*H(mm)= 400* 800
Lb= 1.35 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)V= -1077. > Fv=0.25*fc*B*Ho= 1069.
** ( 1)T= 12. V= -1077. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 114 (I= 524, J= 525) ( 1)B*H(mm)= 400* 800
Lb= 1.35 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)T= 7. V= -567. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 118 (I= 465, J= 471) ( 1)B*H(mm)= 300* 600
Lb= 2.29 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)T= 7. V= 561. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 120 (I= 481, J= 483) ( 1)B*H(mm)= 300* 600
Lb= 2.30 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)T= 7. V= -563. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 125 (I= 509, J= 515) ( 1)B*H(mm)= 300* 600
Lb= 2.30 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
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** ( 1)T= 7. V= 564. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 127 (I= 525, J= 527) ( 1)B*H(mm)= 300* 600
Lb= 2.30 Cover= 30 Nfb= 3 Rcb= 30.0 Fy= 300. Fyv= 270.
------------------------------------------------------------------ 超筋信息？具体哪方面超筋？