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$                                                                                           $
$                                                                                           $
$                                    CNR  10011                                             $
$                                                                                           $
$                                                                                           $
$        ARCHIVIO SEZIONI SPECIALI DA VERIFICARSI SECONDO REGOLE DELL'UTENTE                $
$                                                                                           $
$                                                                                           $
$	             Sargon - Copyright Castalia s.r.l. 1998-2011                           $
$ file version 1.0                                                                          $
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$                                                                                           $
$   NOME           nome della sezione (max 20 caratteri)                                    $
$   nptck          numero di punti in cui eseguire il check di resistenza sulla sezione     $
$   nbc            numero della curva di buckling (a=1, b=2, c=3, d=4)                      $
$   i12            raggio di inerzia da usare per la verifica a svergolamento (M2)          $
$   i13            raggio di inerzia da usare per la verifica a svergolamento (M3)          $
$   kom12          fattore pari a omega1 / omega(lambda1) per svergolamento sotto M2        $
$   kom13          fattore pari a omega1 / omega(lambda1) per svergolamento sotto M3        $
$   lam12          snellezza lam1 aggiuntiva su asse 2 (sezioni composte, par. 7.2.3)       $
$   lam13          snellezza lam1 aggiuntiva su asse 3 (sezioni composte, par. 7.2.3)       $
$   tmax           spessore massimo                                                         $
$                                                                                           $
$		        	Verifiche di resistenza                                     $
$                                                                                           $
$   Area      :	   sigN  = N  / Area                                                        $
$	W2i       :    sigM2 = M2 / W2i                                                     $
$	W3i       :    sigM3 = M3 / W3i                                                     $
$	At22	  :    tau2T2 =  T2 / At22                                                  $
$	At32	  :    tau2T3 =  T3 / At32                                                  $
$	M12 	  :    tau2M1 =  M1 / M12                                                   $
$	At23	  :    tau3T2 =  T2 / At23                                                  $
$	At33	  :    tau3T3 =  T3 / At33                                                  $
$	M13 	  :    tau3M1 =  M1 / M13                                                   $
$                                                                                           $
$	sig =          sigN + sigM2 + sigM3                                                 $
$	tau2 =         tau2T2 + tau2T3 + tau2M1                                             $
$	tau3 =         tau3T2 + tau3T3 + tau3M1                                             $
$	sigVonMises =  sqrt(sig+3tau2+3tau3)	     	                                    $
$                                                                                           $
$	N.b.: tutte le grandezze delle verifiche a resistenza sono dotate di segno,         $
$         in particolare tutti i moduli	 W2i  W3i  At22   At32   W12   At23                 $
$         At33   W13 hanno il segno.                                                        $
$                                                                                           $
$   _UNITS      mm, cm, m, in, ft, yd                                                       $
$                                                                                           $
$   Q         :  se = 0    Q = Aeff / A                                                     $
$   Aeff      :  area efficace                                                              $
$   W2eff+    :  modulo di resistenza efficace per momenti M2 positivi                      $
$   W2eff-    :  modulo di resistenza efficace per momenti M2 negativi                      $
$   W3eff+    :  modulo di resistenza efficace per momenti M3 positivi                      $
$   W3eff-    :  modulo di resistenza efficace per momenti M3 negativi                      $
$   W12       :  modulo di resistenza per torsione    tau2 = M1 / W12                       $
$   W13       :  modulo di resistenza per torsione    tau3 = M1 / W13                       $
$   A2        :  modulo di resistenza per taglio T2   tau2 = T2 / A2                        $
$   A3        :  modulo di resistenza per taglio T3   tau3 = T3 / A3                        $
$                                                                                           $
$                                                                                           $
$                                                                                           $
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$
_UNITS mm
_SHAPE11
comp2c111
1   2   0.  0.   0.  0.  0.  40.  4.
11974.  7825.  0. 0. 0. 0. 0. 0.     
_ENDSHAPE
_SHAPE11
provacomp111
1 4  0.  0.  0.  0.   0.  0.  11.
1.088e6  7.56e5  16000. 0.  0.  0.   2400.  0.
_ENDSHAPE
$
$
_SHAPE11
xStrana                                        ; NOME
5    3    0.  0.   0.   0.   0.   0.  0.      ; nptck  nbc  i12 i13 kom12 kom13 lam12   lam13 tmax
1.   2.   3.  4.   5.   6.   7.   8.          ; W2i  W3i  At22   At32   W12   At23   At33   W13
1.   2.   3.  4.   5.   6.   7.   8.          ; W2i  W3i  At22   At32   W12   At23   At33   W13
1.   2.   3.  4.   5.   6.   7.   8.          ; W2i  W3i  At22   At32   W12   At23   At33   W13
1.   2.   3.  4.   5.   6.   7.   8.          ; W2i  W3i  At22   At32   W12   At23   At33   W13
1.   2.   3.  4.   5.   6.   7.   8.          ; W2i  W3i  At22   At32   W12   At23   At33   W13
_ENDSHAPE
$
$
_UNITS cm
$
$
$
_SHAPE11
xHE 120 B                                        ; NOME
14    3   3.464  0.  1.00  0.  0.   0.  1.1      ; nptck  nbc  i12 i13 kom12 kom13 lam12   lam13 tmax
 144.1   55.62   26.4   0. -10.495   0.   0.   0.    ; W2i  W3i  At22   At32   W12   At23   At33   W13
 176.44  55.62   26.4   0. +10.495   0.   0.   0.    ; W2i  W3i  At22   At32   W12   At23   At33   W13
 144.1  -55.62   26.4   0. -10.495   0.   0.   0.    ; W2i  W3i  At22   At32   W12   At23   At33   W13
 176.44 -55.62   26.4   0. +10.495   0.   0.   0.    ; W2i  W3i  At22   At32   W12   At23   At33   W13
-176.44  55.62   26.4   0. -10.495   0.   0.   0.    ; W2i  W3i  At22   At32   W12   At23   At33   W13
-144.1   55.62   26.4   0. +10.495   0.   0.   0.    ; W2i  W3i  At22   At32   W12   At23   At33   W13
-176.44 -55.62   26.4   0. -10.495   0.   0.   0.    ; W2i  W3i  At22   At32   W12   At23   At33   W13
-144.1  -55.62   26.4   0. +10.495   0.   0.   0.    ; W2i  W3i  At22   At32   W12   At23   At33   W13
+144.1    0.00   26.4   0. -10.495   0.   7.8  0.    ; W2i  W3i  At22   At32   W12   At23   At33   W13
 176.44   0.00   26.4   0. +10.495   0.   7.8  0.    ; W2i  W3i  At22   At32   W12   At23   At33   W13
   0.    1026.83  0.    0.   0.      0.   7.8 -17.76 ; W2i  W3i  At22   At32   W12   At23   At33   W13
   0.   -1026.83  0.    0.   0.      0.   7.8 +17.76 ; W2i  W3i  At22   At32   W12   At23   At33   W13
-176.44   0.00   26.4   0. -10.495   0.   7.8  0.    ; W2i  W3i  At22   At32   W12   At23   At33   W13
-144.10   0.00   26.4   0. +10.495   0.   7.8  0.    ; W2i  W3i  At22   At32   W12   At23   At33   W13
_ENDSHAPE
$
_UNITS mm
_SHAPE22
Om25x40x15x1.5                                       ; NOME
 165.20   1.00   1.5   0   1188.66  1188.66  1838.38 1838.38 ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
   2      0.     0.    0.     0.     0.     0.       ; nptck  i12   i13   kom12   kom13   lam12   lam13
 105.     0.   82.6    0.     0.     0.              ; At22   At32  W12   At23    At33    W13
   0.     0.    0.     0.    75.    82.6             ; At22   At32  W12   At23    At33    W13
_ENDSHAPE
$
$
_UNITS cm
$
$
$
_UNITS cm
$
_SHAPE22
UCF50X40X3D6; NOME
 7.20     0.945    0.3    1   11.77  11.77       7.52   7.52   ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
 2        0.      0.     0.     0.     0.      0.              ; nptck  i2    i3  kom12   kom13 lam12   lam13 
 4.8      0.      0.72   0.     0.     0.                      ; At22   At32  W12  At23    At33  W13      
 0.       0.      0.     0.     3.     0.72                      ; At22   At32  W12  At23    At33  W13    
_ENDSHAPE
$
$
_UNITS cm
$
_SHAPE22
UCF80X40X3D6; NOME
 9.00     0.956    0.3    1   21.96  21.96       7.60   7.60   ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
 2        0.      0.     0.     0.     0.      0.              ; nptck  i2   i3  kom12   kom13 lam12   lam13 
 4.80     0.      0.9    0.     0.     0.                      ; At22   At32  W12  At23    At33  W13
 0.       0.      0.     0.     4.8    0.9                      ; At22   At32  W12  At23    At33  W13  
_ENDSHAPE
$
$
_UNITS cm
$
_SHAPE22
2UCF100X50X3D8; NOME
 11.41      0.920    0.3    1   35.41  35.41       11.97   11.97   ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
  2         0.       0.     0.     0.     0.      0.              ; nptck  i2   i3  kom12   kom13 lam12   lam13 
  6.00      0.       1.14   0.     0.     0.                      ; At22   At32  W12  At23    At33  W13
  0.        0.       0.     0.     6.     1.14                      ; At22   At32  W12  At23    At33  W13 
_ENDSHAPE
$
$
_UNITS cm
$
_SHAPE22
LCF 40x3; NOME
  2.25      0.900    0.3    1   2.02  2.02       0.92   0.92   ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
  2         0.       0.     0.     0.     0.      0.              ; nptck  i2   i3  kom12   kom13 lam12   lam13 
  1.2       0.       0.225  0.     0.     0.                      ; At22   At32  W12  At23    At33  W13
  0.        0.       0.     0.     1.2    0.225                      ; At22   At32  W12  At23    At33  W13   
_ENDSHAPE
$
$
_UNITS cm
$
_SHAPE22
C 120x120x4; NOME
  16.18      0.99    0.4    1   66.72  66.72       48.64   48.64   ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
   2         0.      0.     0.      0.     0.      0.              ; nptck  i2   i3  kom12   kom13 lam12   lam13 
   9.6       0.      2.15   0.      0.     0.                      ; At22   At32  W12  At23    At33  W13
   0.        0.      0.     0.      7.56   2.15                    ; At22   At32  W12  At23    At33  W13
_ENDSHAPE
$
$
_UNITS cm
$
_SHAPE22
C120X120X3; NOME
  12.28      0.99    0.3    1   51.51  51.51       37.67   37.67   ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
   2         0.      0.     0.      0.     0.      0.              ; nptck  i2   i3  kom12   kom13 lam12   lam13 
   7.2       0.      1.23   0.      0.     0.                      ; At22   At32  W12  At23    At33  W13
   0.        0.      0.     0.      5.67   1.23                    ; At22   At32  W12  At23    At33  W13
_ENDSHAPE
$
$
_UNITS cm
$
_SHAPE22
C120X120X2; NOME
  8.28      0.99     0.2    1      35.34  35.34       25.92   25.92   ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
  2         0.       0.     0.      0.     0.      0.              ; nptck  i2   i3  kom12   kom13 lam12   lam13 
  4.8       0.       0.55   0.      0.     0.                      ; At22   At32  W12  At23    At33  W13
  0.        0.       0.     0.      3.7    0.55                      ; At22   At32  W12  At23    At33  W13
_ENDSHAPE
$
$
_UNITS cm
$
_SHAPE22
C140X60X20X2.5; NOME
  7.03      0.85     0.25   1      30.44  30.44       8.68   8.68   ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
  2         0.       0.     0.      0.     0.      0.              ; nptck  i2   i3  kom12   kom13 lam12   lam13 
  3.        0.       0.58   0.      0.     0.                      ; At22   At32  W12  At23    At33  W13
  0.        0.       0.     0.      4.5    0.58                    ; At22   At32  W12  At23    At33  W13
_ENDSHAPE
$
$
_SHAPE22
UCF 50x40x2; NOME
  2.47      0.85     0.2    1       4.21   4.21    1.56   1.56   ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
  2         0.       0.     0.      0.     0.      0.              ; nptck  i2   i3  kom12   kom13 lam12   lam13 
  1.6       0.       1.65   0.      0.     0.                      ; At22   At32  W12  At23    At33  W13
  0.        0.       0.     0.      1.0    1.65                    ; At22   At32  W12  At23    At33  W13
_ENDSHAPE
$
$
_UNITS cm
$
_SHAPE22
UCF 50x40x3; NOME
  3.52      0.945     0.3    1       5.67   5.67    2.23   2.23   ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
  2         0.       0.     0.      0.     0.      0.              ; nptck  i2   i3  kom12   kom13 lam12   lam13 
  2.4       0.       0.36   0.      0.     0.                      ; At22   At32  W12  At23    At33  W13
  0.        0.       0.     0.      1.5    0.36                    ; At22   At32  W12  At23    At33  W13
_ENDSHAPE
$
$
_UNITS cm
$
_SHAPE22
2L70X50X3; NOME
  6.90      0.669     0.3    1       7.39   7.39    5.11   5.11   ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
  2         0.       0.     0.      0.     0.      0.              ; nptck  i2   i3  kom12   kom13 lam12   lam13 
  3.0       0.       0.67   0.      0.     0.                      ; At22   At32  W12  At23    At33  W13
  0.        0.       0.     0.      4.2    0.67                     ; At22   At32  W12  At23    At33  W13
_ENDSHAPE
$
$
_UNITS cm
$
_SHAPE22
2C80X50X20X2.5; NOME
 10.07      1.       0.25   1      25.21  25.21   17.21  17.21   ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
  2         0.       0.     0.      0.     0.      0.              ; nptck  i2   i3  kom12   kom13 lam12   lam13 
  5.0       0.       0.84   0.      0.     0.                      ; At22   At32  W12  At23    At33  W13
  0.        0.       0.     0.      6.0    0.84                     ; At22   At32  W12  At23    At33  W13
_ENDSHAPE
$
_SHAPE22
OCF_70x2; NOME
 427.25    1   2    1  7061.94   7061.94  7061.94  7061.94  ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
 1        0.      0.     0.     0.     0.      0.              ; nptck  i2    i3  kom12   kom13 lam12   lam13 
 0.      0.      0.   0.     0.     0.                      ; At22   At32  W12  At23    At33  W13      
_ENDSHAPE
_SHAPE22
OCF_70x3; NOME
 631.46    1   3    1  10143.95   10143.95 10143.95 10143.95 ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
 1        0.      0.     0.     0.     0.      0.              ; nptck  i2    i3  kom12   kom13 lam12   lam13 
 0.      0.      0.   0.     0.     0.                      ; At22   At32  W12  At23    At33  W13      
_ENDSHAPE
_SHAPE22
OCF_70x4; NOME
 829.38    1   4    1  12950.18 12950.18 12950.18 12950.18; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
 1        0.      0.     0.     0.     0.      0.              ; nptck  i2    i3  kom12   kom13 lam12   lam13 
 0.      0.      0.   0.     0.     0.                      ; At22   At32  W12  At23    At33  W13      
_ENDSHAPE
_SHAPE22
OCF_70x5; NOME
 1021.01    1   5    1  15497.58 15497.58 15497.58 15497.58 ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
 1        0.      0.     0.     0.     0.      0.              ; nptck  i2    i3  kom12   kom13 lam12   lam13 
 0.      0.      0.   0.     0.     0.                      ; At22   At32  W12  At23    At33  W13      
_ENDSHAPE
_SHAPE22
OCF_90x5; NOME
 1335.17    1   5    1  26888.97 26888.97 26888.97 26888.97 ; Aeff   Q     tmax  tausig  W2eff+  W2eff-  W3eff+  W3eff-
 1        0.      0.     0.     0.     0.      0.              ; nptck  i2    i3  kom12   kom13 lam12   lam13 
 0.      0.      0.   0.     0.     0.                      ; At22   At32  W12  At23    At33  W13      
_ENDSHAPE
