===============================================================================
 GUYMAST 1.2 (USA)-Guyed Tower Analysis                (c)1997,2004 Guymast Inc. 

 Tel:(416)736-7453             Fax:(416)736-4372             Web:www.guymast.com

 Processed under license at:

 Weisman Consultants Inc.                          on: 24 sep 2004  at: 16:46:01
 ===============================================================================

  [DEMOGU1] - 300 FT GUYED TOWER ANALYSIS - OCTOBER 2004                        


 
 MAST DATA                                                                      
 =========                                                                      
                                                                                
   UPPER  MAST-----------------GEOM  X-SECTION-AREA    BARE  ELASTIC      TEMP  
    ELEV  TYPE   NO    FACE   PANEL     ONE     ONE  WEIGHT  MODULUS     COEFF  
      FT    OF   OF   WIDTH  HEIGHT     LEG    DIAG                             
           WEB LEGS      FT      FT   IN.SQ.  IN.SQ.   K/FT. KIP/IN.SQ    /DEG  
                  *       *       *               *                             
   300.0     3    3   2.500   1.666   3.140   0.790   0.082  29000.0 0.0000116

   260.0     4    3   2.500   1.250   3.140   0.440   0.051  29000.0 0.0000116

   160.0     3    3   2.500   1.666   3.980   0.790   0.093  29000.0 0.0000116

   120.0     4    3   2.500   1.250   3.980   0.440   0.061  29000.0 0.0000116

 
                                                                                
 * If NO OF LEGS is 1 :  that part of the mast is assumed to be Cylindrical     
                  and :  FACE WIDTH   = outside diameter                        
                         PANEL HEIGHT = thickness                               
                         AREA OF DIAG = Poisson ratio                           
                                                                                
 
 GUY GEOMETRY                                                                   
 ============                                                                   
                                                                                
    ELEV       GUY  DIAMETER    HEIGHT    RADIUS      MAST    ATTACH   INITIAL  
               AZI                                  ATTACH       AZI   TENSION  
                                                    RADIUS                      
      FT       DEG       IN.       FT.       FT.       FT.       DEG       KIP  
                                                                                
                                                                                
   280.0       0.0     0.750     280.0     230.0        8.     300.0     6.800
   280.0     240.0     0.750     280.0     230.0        8.     300.0     6.800
   280.0     240.0     0.750     280.0     230.0        8.     180.0     6.800
   280.0     120.0     0.750     280.0     230.0        8.     180.0     6.800
   280.0     120.0     0.750     280.0     230.0        8.      60.0     6.800
   280.0       0.0     0.750     280.0     230.0        8.      60.0     6.800
   230.0     240.0     0.625     230.0     230.0        1.     240.0     4.030
   230.0     120.0     0.625     230.0     230.0        1.     120.0     4.030
   230.0       0.0     0.625     230.0     230.0        1.       0.0     4.030
   185.0     240.0     0.500     185.0     230.0        1.     240.0     2.550
   185.0     120.0     0.500     185.0     230.0        1.     120.0     2.550
   185.0       0.0     0.500     185.0     230.0        1.       0.0     2.550
   140.0       0.0     0.500     140.0     230.0        8.     300.0     2.550
   140.0     240.0     0.500     140.0     230.0        8.     300.0     2.550
   140.0     240.0     0.500     140.0     230.0        8.     180.0     2.550
   140.0     120.0     0.500     140.0     230.0        8.     180.0     2.550
   140.0     120.0     0.500     140.0     230.0        8.      60.0     2.550
   140.0       0.0     0.500     140.0     230.0        8.      60.0     2.550
    90.0     240.0     0.438      90.0     230.0        1.     240.0     1.950
    90.0     120.0     0.438      90.0     230.0        1.     120.0     1.950
    90.0       0.0     0.438      90.0     230.0        1.       0.0     1.950
    45.0     240.0     0.438      45.0     230.0        1.     240.0     1.950
    45.0     120.0     0.438      45.0     230.0        1.     120.0     1.950
    45.0       0.0     0.438      45.0     230.0        1.       0.0     1.950
 
 GUY MATERIAL PROPERTIES                                                        
 =======================                                                        
                                                                                
    ELEV       GUY  BREAKING       GUY       GUY   ELASTIC   THERMAL  UNSTRESS  
               AZI  STRENGTH    WEIGHT      AREA   MODULUS     COEFF    LENGTH  
      FT       DEG       KIP    LBS/FT     IN.SQ  KIP/IN.SQ     /DEG        FT  
                                                                                
                                                                                
   280.0       0.0    68.000     1.180     0.338   24200.0 0.0000120   359.580
   280.0     240.0    68.000     1.180     0.338   24200.0 0.0000120   359.580
   280.0     240.0    68.000     1.180     0.338   24200.0 0.0000120   359.580
   280.0     120.0    68.000     1.180     0.338   24200.0 0.0000120   359.580
   280.0     120.0    68.000     1.180     0.338   24200.0 0.0000120   359.580
   280.0       0.0    68.000     1.180     0.338   24200.0 0.0000120   359.580
   230.0     240.0    40.300     0.819     0.234   25500.0 0.0000120   324.052
   230.0     120.0    40.300     0.819     0.234   25500.0 0.0000120   324.052
   230.0       0.0    40.300     0.819     0.234   25500.0 0.0000120   324.052
   185.0     240.0    25.500     0.525     0.150   25500.0 0.0000120   293.872
   185.0     120.0    25.500     0.525     0.150   25500.0 0.0000120   293.872
   185.0       0.0    25.500     0.525     0.150   25500.0 0.0000120   293.872
   140.0       0.0    25.500     0.525     0.150   25500.0 0.0000120   265.749
   140.0     240.0    25.500     0.525     0.150   25500.0 0.0000120   265.749
   140.0     240.0    25.500     0.525     0.150   25500.0 0.0000120   265.749
   140.0     120.0    25.500     0.525     0.150   25500.0 0.0000120   265.749
   140.0     120.0    25.500     0.525     0.150   25500.0 0.0000120   265.749
   140.0       0.0    25.500     0.525     0.150   25500.0 0.0000120   265.749
    90.0     240.0    19.500     0.388     0.115   26800.0 0.0000120   245.504
    90.0     120.0    19.500     0.388     0.115   26800.0 0.0000120   245.504
    90.0       0.0    19.500     0.388     0.115   26800.0 0.0000120   245.504
    45.0     240.0    19.500     0.388     0.115   26800.0 0.0000120   232.819
    45.0     120.0    19.500     0.388     0.115   26800.0 0.0000120   232.819
    45.0       0.0    19.500     0.388     0.115   26800.0 0.0000120   232.819


================================================================================

 LOADING CONDITION  A  =========================================================

 Bare tower 100 mph wind at azimuth 0 deg                                       


 
 MAST LOADING                                                                   
 ============                                                                   
                                                                                
 LOAD   ELEV  .FORCES (KIP & KIP/FT) .MOMENTS(FT.K & FT.K/FT)   ANT-ORIENT      
 TYPE              N       E    DOWN       N       E TORSION    AZI   VERT      
          FT                                                    DEG    DEG      
                                                                                
 C     300.0  -0.047   0.000   0.011    0.00    0.00    0.00    0.0   0.00
 C     287.0  -2.530   0.604   0.442    1.08    0.00   -0.65  296.0   0.00
 C     287.0  -0.213   0.000   0.128    0.19   -0.06    0.11    0.0   0.00
 C     280.0  -1.257   0.000   0.911    0.00    0.00    0.00    0.0   0.00
 C     272.0  -2.397   1.162   0.541   -0.66    1.15   -7.91  105.0   0.00
 C     272.0  -1.759   1.354   0.447    1.10    0.00   -3.25  296.0   0.00
 C     272.0  -0.363   0.000   0.235    0.16    0.09   -0.13    0.0   0.00
 C     236.0  -2.306   1.118   0.541   -0.66    1.15   -7.61  105.0   0.00
 C     236.0  -0.148   0.000   0.106   -0.03    0.15   -0.19    0.0   0.00
 C     151.0  -2.001  -0.420   0.342   -0.42   -0.73    8.36  241.0   0.00
 C     151.0  -0.225   0.000   0.106   -0.12   -0.10    0.28    0.0   0.00
 C     140.0  -1.031   0.000   0.911    0.00    0.00    0.00    0.0   0.00
 C     131.0  -0.057   0.000   0.044   -0.06   -0.07    0.09    0.0   0.00
 
 D     300.0  -0.082   0.000   0.081    0.00    0.00    0.00
 D     280.0  -0.082   0.000   0.081    0.00    0.00    0.00
 D     280.0  -0.089   0.000   0.082    0.00    0.00    0.00
 D     260.0  -0.098   0.000   0.082    0.00    0.00    0.00
 D     260.0  -0.082   0.000   0.050    0.00    0.00    0.00
 D     160.0  -0.077   0.000   0.051    0.00    0.00    0.00
 D     160.0  -0.092   0.000   0.092    0.00    0.00    0.00
 D     120.0  -0.097   0.000   0.093    0.00    0.00    0.00
 D     120.0  -0.083   0.000   0.061    0.00    0.00    0.00
 D       0.0  -0.057   0.000   0.061    0.00    0.00    0.00
 
 GUY LOADING                                                                    
 ===========                                                                    
                                                                                
  .. WIND LOADING ...    TEMP   .ICE LOAD..   CONV   PROFILES.   .LOAD FACTORS. 
   AZI  SPEED     REF  CHANGE    RAD   DENS    TOL   CAB  WIND   WIND DEAD  ICE 
                PRESS                                                           
   DEG    MPH     PSF     DEG     IN    PCF                                     
                                                                                
                                                                                
   0.0  100.0    0.00    0.00   0.00    56. 0.0100     1     1   1.00 1.00 1.00
 
                                                                                
 CABLE PROFILE: 1  -   CATENARY            2 - PARABOLIC                        
                                                                                
  WIND PROFILE: 1  -  EIA 222 F            2 - Kz = 1 ; Gh = 1                  
                3  -  EIA 222 C            4 - Special Factors                  
                5  -  Site Specific Wind Formula                                
                                                                                
 
 SUPPRESS PRINTING                                                              
 =================                                                              
                                                                                
	    ...FOR THIS LOADING..   ...........MAXIMUMS..........                      
    INPUT   DISPL  INTRNL  MEMBER     ALL   DISPL  INTRNL  MEMBER               
    LOADS          FORCES   LOADS                  FORCES   LOADS               
                                                                                
                                                                                
      no      no      no      no      no      no      no      no                


================================================================================

 LOADING CONDITION  B  =========================================================

 Bare tower 100 mph wind at azimuth 90 deg                                      


 
 MAST LOADING                                                                   
 ============                                                                   
                                                                                
 LOAD   ELEV  .FORCES (KIP & KIP/FT) .MOMENTS(FT.K & FT.K/FT)   ANT-ORIENT      
 TYPE              N       E    DOWN       N       E TORSION    AZI   VERT      
          FT                                                    DEG    DEG      
                                                                                
 C     300.0   0.000  -0.047   0.011    0.00    0.00    0.00    0.0   0.00
 C     287.0  -0.022  -2.390   0.442    1.08    0.00    7.43  296.0   0.00
 C     287.0   0.000  -0.288   0.128    0.19   -0.06    0.46    0.0   0.00
 C     280.0   0.000  -1.257   0.911    0.00    0.00    1.13    0.0   0.00
 C     272.0   0.681  -4.673   0.541   -0.66    1.15   -2.94  105.0   0.00
 C     272.0   0.410  -1.145   0.447    1.10    0.00    3.26  296.0   0.00
 C     272.0   0.000  -0.513   0.235    0.16    0.09    0.35    0.0   0.00
 C     236.0   0.654  -4.488   0.541   -0.66    1.15   -2.82  105.0   0.00
 C     236.0   0.000  -0.220   0.106   -0.03    0.15   -0.09    0.0   0.00
 C     151.0  -0.032  -2.722   0.342   -0.42   -0.73   -6.78  241.0   0.00
 C     151.0   0.000  -0.099   0.106   -0.12   -0.10   -0.09    0.0   0.00
 C     140.0   0.000  -1.031   0.911    0.00    0.00    0.93    0.0   0.00
 C     131.0   0.000  -0.057   0.044   -0.06   -0.07   -0.07    0.0   0.00
 
 D     300.0   0.000  -0.070   0.081    0.00    0.00   -0.01
 D     280.0   0.000  -0.071   0.081    0.00    0.00   -0.01
 D     280.0   0.000  -0.077   0.082    0.00    0.00   -0.01
 D     260.0   0.000  -0.084   0.082    0.00    0.00   -0.01
 D     260.0   0.000  -0.069   0.050    0.00    0.00   -0.01
 D     160.0   0.000  -0.069   0.051    0.00    0.00   -0.02
 D     160.0   0.000  -0.084   0.092    0.00    0.00   -0.01
 D     120.0   0.000  -0.090   0.093    0.00    0.00   -0.02
 D     120.0   0.000  -0.075   0.061    0.00    0.00   -0.02
 D       0.0   0.000  -0.052   0.061    0.00    0.00   -0.01
 
 GUY LOADING                                                                    
 ===========                                                                    
                                                                                
  .. WIND LOADING ...    TEMP   .ICE LOAD..   CONV   PROFILES.   .LOAD FACTORS. 
   AZI  SPEED     REF  CHANGE    RAD   DENS    TOL   CAB  WIND   WIND DEAD  ICE 
                PRESS                                                           
   DEG    MPH     PSF     DEG     IN    PCF                                     
                                                                                
                                                                                
  90.0  100.0    0.00    0.00   0.00    56. 0.0100     1     1   1.00 1.00 1.00
 
                                                                                
 CABLE PROFILE: 1  -   CATENARY            2 - PARABOLIC                        
                                                                                
  WIND PROFILE: 1  -  EIA 222 F            2 - Kz = 1 ; Gh = 1                  
                3  -  EIA 222 C            4 - Special Factors                  
                5  -  Site Specific Wind Formula                                
                                                                                
 
 SUPPRESS PRINTING                                                              
 =================                                                              
                                                                                
	    ...FOR THIS LOADING..   ...........MAXIMUMS..........                      
    INPUT   DISPL  INTRNL  MEMBER     ALL   DISPL  INTRNL  MEMBER               
    LOADS          FORCES   LOADS                  FORCES   LOADS               
                                                                                
                                                                                
      no     yes     yes     yes      no      no      no      no                


================================================================================

 LOADING CONDITION  C  =========================================================

 Bare tower 100 mph wind at azimuth 180 deg                                     


 
 MAST LOADING                                                                   
 ============                                                                   
                                                                                
 LOAD   ELEV  .FORCES (KIP & KIP/FT) .MOMENTS(FT.K & FT.K/FT)   ANT-ORIENT      
 TYPE              N       E    DOWN       N       E TORSION    AZI   VERT      
          FT                                                    DEG    DEG      
                                                                                
 C     300.0   0.047   0.000   0.011    0.00    0.00    0.00    0.0   0.00
 C     287.0   1.555   0.309   0.442    1.08    0.00   -7.28  296.0   0.00
 C     287.0   0.213   0.000   0.128    0.19   -0.06   -0.11    0.0   0.00
 C     280.0   1.257   0.000   0.911    0.00    0.00    0.00    0.0   0.00
 C     272.0   2.405  -1.179   0.541   -0.66    1.15    5.51  105.0   0.00
 C     272.0   1.653  -0.989   0.447    1.10    0.00    0.41  296.0   0.00
 C     272.0   0.363   0.000   0.235    0.16    0.09    0.13    0.0   0.00
 C     236.0   2.310  -1.133   0.541   -0.66    1.15    5.29  105.0   0.00
 C     236.0   0.148   0.000   0.106   -0.03    0.15    0.19    0.0   0.00
 C     151.0   3.443   4.148   0.342   -0.42   -0.73    0.43  241.0   0.00
 C     151.0   0.225   0.000   0.106   -0.12   -0.10   -0.28    0.0   0.00
 C     140.0   1.031   0.000   0.911    0.00    0.00    0.00    0.0   0.00
 C     131.0   0.057   0.000   0.044   -0.06   -0.07   -0.09    0.0   0.00
 
 D     300.0   0.082   0.000   0.081    0.00    0.00    0.00
 D     280.0   0.082   0.000   0.081    0.00    0.00    0.00
 D     280.0   0.089   0.000   0.082    0.00    0.00    0.00
 D     260.0   0.098   0.000   0.082    0.00    0.00    0.00
 D     260.0   0.082   0.000   0.050    0.00    0.00    0.00
 D     160.0   0.077   0.000   0.051    0.00    0.00    0.00
 D     160.0   0.092   0.000   0.092    0.00    0.00    0.00
 D     120.0   0.097   0.000   0.093    0.00    0.00    0.00
 D     120.0   0.083   0.000   0.061    0.00    0.00    0.00
 D       0.0   0.057   0.000   0.061    0.00    0.00    0.00
 
 GUY LOADING                                                                    
 ===========                                                                    
                                                                                
  .. WIND LOADING ...    TEMP   .ICE LOAD..   CONV   PROFILES.   .LOAD FACTORS. 
   AZI  SPEED     REF  CHANGE    RAD   DENS    TOL   CAB  WIND   WIND DEAD  ICE 
                PRESS                                                           
   DEG    MPH     PSF     DEG     IN    PCF                                     
                                                                                
                                                                                
 180.0  100.0    0.00    0.00   0.00    56. 0.0100     1     1   1.00 1.00 1.00
 
                                                                                
 CABLE PROFILE: 1  -   CATENARY            2 - PARABOLIC                        
                                                                                
  WIND PROFILE: 1  -  EIA 222 F            2 - Kz = 1 ; Gh = 1                  
                3  -  EIA 222 C            4 - Special Factors                  
                5  -  Site Specific Wind Formula                                
                                                                                
 
 SUPPRESS PRINTING                                                              
 =================                                                              
                                                                                
	    ...FOR THIS LOADING..   ...........MAXIMUMS..........                      
    INPUT   DISPL  INTRNL  MEMBER     ALL   DISPL  INTRNL  MEMBER               
    LOADS          FORCES   LOADS                  FORCES   LOADS               
                                                                                
                                                                                
      no     yes     yes     yes      no      no      no      no                
 ===============================================================================
 GUYMAST 1.2 (USA)-Guyed Tower Analysis                (c)1997,2004 Guymast Inc. 

 Tel:(416)736-7453             Fax:(416)736-4372             Web:www.guymast.com

 Processed under license at:

 Weisman Consultants Inc.                          on: 24 sep 2004  at: 16:46:01
 ===============================================================================

  [DEMOGU1] - 300 FT GUYED TOWER ANALYSIS - OCTOBER 2004                        



 LOADING CONDITION  A  ==================================  6 iterations =======

 Bare tower 100 mph wind at azimuth 0 deg                                       


 
 MAST DEFORMATIONS CALCULATED                                                   
 ============================                                                   
                                                                                
   MAST    .......DEFLECTIONS (FT).........   .........ROTATIONS (DEG)......... 
   ELEV    ..... HORIZONTAL ......     DOWN   ........ TILT ..........    TWIST 
     FT    NORTH     EAST    TOTAL             NORTH     EAST    TOTAL          
                                                                                
                                                                                
  300.0    -0.53     0.30     0.61     0.03     0.54    -0.03     0.54    -0.45
  290.0    -0.63     0.31     0.70     0.03     0.54    -0.03     0.54    -0.45
  287.0    -0.66     0.31     0.72     0.03     0.55    -0.03     0.55    -0.45

         ----------------------------------------------------------------------
  280.0    -0.72     0.31     0.79     0.03     0.58    -0.03     0.58    -0.44
         ----------------------------------------------------------------------

  272.0    -0.80     0.32     0.86     0.03     0.47    -0.01     0.47    -0.69
  260.0    -0.87     0.31     0.93     0.03     0.24     0.05     0.25    -0.78
  255.0    -0.89     0.31     0.94     0.03     0.15     0.08     0.17    -0.93
  236.0    -0.89     0.26     0.93     0.03    -0.12     0.17     0.21    -1.49

         ----------------------------------------------------------------------
  230.0    -0.87     0.25     0.91     0.03    -0.16     0.19     0.25    -1.29
         ----------------------------------------------------------------------

  207.5    -0.79     0.16     0.80     0.02    -0.29     0.22     0.36    -0.66
  197.1    -0.73     0.12     0.74     0.02    -0.32     0.21     0.38    -0.37

         ----------------------------------------------------------------------
  185.0    -0.66     0.08     0.67     0.02    -0.30     0.19     0.36    -0.03
         ----------------------------------------------------------------------

  162.5    -0.55     0.02     0.56     0.02    -0.26     0.13     0.29     0.15
  160.0    -0.54     0.01     0.54     0.02    -0.26     0.12     0.28     0.22
  151.0    -0.50    -0.01     0.50     0.02    -0.24     0.10     0.26     0.28

         ----------------------------------------------------------------------
  140.0    -0.46    -0.02     0.46     0.02    -0.16     0.06     0.17     0.16
         ----------------------------------------------------------------------

  131.0    -0.44    -0.03     0.44     0.02    -0.12     0.04     0.13     0.18
  120.0    -0.42    -0.04     0.42     0.01    -0.11     0.02     0.11     0.18
  115.0    -0.41    -0.04     0.41     0.01    -0.11     0.01     0.11     0.16
  111.1    -0.40    -0.04     0.41     0.01    -0.11     0.01     0.11     0.15

         ----------------------------------------------------------------------
   90.0    -0.36    -0.04     0.36     0.01    -0.11    -0.01     0.11     0.10
         ----------------------------------------------------------------------

   67.5    -0.31    -0.03     0.31     0.01    -0.16    -0.02     0.16     0.06
   64.0    -0.30    -0.03     0.30     0.01    -0.17    -0.03     0.17     0.05

         ----------------------------------------------------------------------
   45.0    -0.24    -0.02     0.24     0.01    -0.23    -0.03     0.23     0.03
         ----------------------------------------------------------------------

   22.5    -0.13    -0.01     0.13     0.00    -0.30    -0.02     0.31     0.01
    0.0     0.00     0.00     0.00     0.00    -0.36    -0.02     0.36     0.00
 
 GUY DISPLACEMENTS USED                                                         
 ======================                                                         
                                                                                
        GUY     ....DEFLECTIONS (FT).....    ......ROTATIONS (DEG).....         
       ELEV     NORTH      EAST      DOWN    TILT N    TILT E     TWIST         
         FT                                                                     
                                                                                
      280.0    -0.724     0.312     0.030     0.576    -0.034    -0.452

      230.0    -0.874     0.245     0.026    -0.160     0.185    -1.296

      185.0    -0.664     0.081     0.021    -0.301     0.194    -0.036

      140.0    -0.464    -0.023     0.016    -0.160     0.063     0.160

       90.0    -0.363    -0.038     0.011    -0.113    -0.015     0.098

       45.0    -0.236    -0.019     0.005    -0.229    -0.027     0.028

 
 ANTENNA ROTATIONS                                                              
 =================                                                              
                                                                                
      ELEV      ORIENTATION        .... BEAM DEFLECTIONS (DEG) .......          
                AZI    ELEV         ROLL       YAW     PITCH     TOTAL          
        FT      DEG     DEG                                                     
                                                                                
                                                                                
     300.0      0.0     0.0        0.030     0.453    -0.540     0.705

     287.0    296.0     0.0       -0.478     0.452    -0.267     0.525

     287.0      0.0     0.0        0.030     0.453    -0.547     0.710

     280.0      0.0     0.0        0.033     0.445    -0.575     0.728

     272.0    105.0     0.0        0.449     0.692     0.127     0.704

     272.0    296.0     0.0       -0.417     0.692    -0.211     0.723

     272.0      0.0     0.0        0.007     0.693    -0.467     0.835

     236.0    105.0     0.0       -0.075     1.489    -0.193     1.502

     236.0      0.0     0.0       -0.167     1.489     0.122     1.494

     151.0    241.0     0.0        0.256     0.283    -0.032     0.284

     151.0      0.0     0.0       -0.096     0.283     0.239     0.370

     140.0      0.0     0.0       -0.063     0.160     0.160     0.227

     131.0      0.0     0.0       -0.043     0.184     0.119     0.219

 
 INTERNAL MAST FORCES CALCULATED                                                
 ===============================                                                
                                                                                
   MAST       TOTAL       ......SHEAR......      .......MOMENT.....     TORSION 
   ELEV       AXIAL       N - S       E - W       N - S       E - W             
     FT         KIP         KIP         KIP      FT-KIP      FT-KIP      FT-KIP 
                                                                                
                                                                                
  300.0
               0.01       -0.05        0.00        0.00        0.00        0.00
 
               0.82       -0.86        0.00        4.59        0.00        0.00
  290.0   ......................................................................
               0.82       -0.86        0.00        4.59        0.00        0.00
 
               1.06       -1.11        0.00        7.55        0.00        0.00
  287.0   ......................................................................
               1.63       -3.85        0.60        6.28        0.06       -0.54
 
               2.20       -4.43        0.60       35.28       -4.17       -0.53
--------------------------------------------------------------------------------
                *           +           +           &           &           @
  280.0       51.31       11.19       -3.08      -80.09       10.60       15.59
--------------------------------------------------------------------------------
              54.43        5.72       -2.42      -44.79        6.46       14.86
 
              55.08        5.00       -2.42      -90.48       26.58       14.87
  272.0   ......................................................................
              56.30        0.48        0.10      -91.08       25.33        3.60
 
              57.29       -0.67        0.10      -92.12       24.77        3.62
  260.0   ......................................................................
              57.29       -0.67        0.10      -92.12       24.77        3.63
 
              57.54       -1.08        0.10      -87.87       24.32        3.64
  255.0   ......................................................................
              57.54       -1.08        0.10      -87.87       24.32        3.67
 
              58.49       -2.62        0.10      -49.40       21.52        3.70
  236.0   ......................................................................
              59.14       -5.08        1.22      -48.71       20.21       -4.09
 
              59.44       -5.56        1.22      -14.86       12.30       -4.08
--------------------------------------------------------------------------------
                *           +           +           &           &           @
  230.0       16.92        6.83       -0.87      -11.35        0.97        0.55
--------------------------------------------------------------------------------
              76.36        0.70        0.55      -26.21       13.27       -3.50
 
              77.49       -1.10        0.55      -22.97        0.87       -3.47
  207.5   ......................................................................
              77.49       -1.10        0.55      -22.97        0.87       -3.46
 
              78.02       -1.92        0.55       -6.67       -5.00       -3.44
  197.1   ......................................................................
              78.02       -1.92        0.55       -6.67       -5.00       -3.42
 
              78.63       -2.88        0.55       23.27      -11.65       -3.40
--------------------------------------------------------------------------------
                *           +           +           &           &           @
  185.0        9.32        4.34       -0.26       -5.81        0.30        0.01
--------------------------------------------------------------------------------
              87.95        1.37        0.22       17.46      -11.35       -3.36
 
              89.08       -0.38        0.22        7.25      -17.47       -3.33
  162.5   ......................................................................
              89.08       -0.38        0.22        7.25      -17.47       -3.33
 
              89.21       -0.58        0.22        8.48      -17.99       -3.32
  160.0   ......................................................................
              89.21       -0.58        0.22        8.48      -17.99       -3.31
 
              90.04       -1.41        0.22       17.37      -19.61       -3.30
  151.0   ......................................................................
              90.49       -3.64       -0.20       17.91      -18.78        5.34
 
              91.50       -4.67       -0.20       62.88      -15.64        5.34
--------------------------------------------------------------------------------
                *           +           +           &           &           @
  140.0       13.96        8.39        0.17      -23.16        1.30       -5.03
--------------------------------------------------------------------------------
             106.37        2.96       -0.21       39.72      -14.35        0.31
 
             107.20        2.10       -0.21       17.37      -13.08        0.31
  131.0   ......................................................................
             107.25        2.04       -0.21       17.42      -13.02        0.38
 
             108.27        0.98       -0.21        0.73      -11.04        0.37
  120.0   ......................................................................
             108.27        0.98       -0.21        0.73      -11.05        0.36
 
             108.58        0.57       -0.21       -3.21      -10.01        0.35
  115.0   ......................................................................
             108.58        0.57       -0.21       -3.21      -10.01        0.35
 
             108.82        0.25       -0.21       -4.86       -9.15        0.34
  111.1   ......................................................................
             108.82        0.25       -0.21       -4.86       -9.15        0.31
 
             110.10       -1.40       -0.21        7.43       -3.89        0.28
--------------------------------------------------------------------------------
                *           +           +           &           &           @
   90.0        3.67        3.57        0.18       -2.22       -0.10       -0.02
--------------------------------------------------------------------------------
             113.77        2.02       -0.11        5.21       -3.99        0.22
 
             115.15        0.36       -0.11      -22.94       -1.67        0.19
   67.5   ......................................................................
             115.15        0.36       -0.11      -22.94       -1.67        0.19
 
             115.36        0.11       -0.11      -23.74       -1.27        0.18
   64.0   ......................................................................
             115.36        0.11       -0.11      -23.74       -1.27        0.16
 
             116.52       -1.19       -0.11      -11.74        0.92        0.14
--------------------------------------------------------------------------------
                *           +           +           &           &           @
   45.0        1.78        2.65        0.13       -0.83       -0.04       -0.01
--------------------------------------------------------------------------------
             118.30        1.15        0.02      -12.57        0.88        0.10
 
             119.67       -0.30        0.02      -23.69        0.48        0.08
   22.5   ......................................................................
             119.67       -0.30        0.02      -23.69        0.48        0.05
 
             121.05       -1.63        0.02        0.00        0.00        0.03
--------------------------------------------------------------------------------
 base
 reaction    121.05        1.02       -0.07        0.00        0.00       -0.03
--------------------------------------------------------------------------------
 
                                                                                
                                                                                
       *    VERTICAL GUY LOAD            &    GUY ECCENTRIC MOMENT              
       +    HORIZONTAL REACTION          @    TORSIONAL RESISTANCE              
 
 LEG  LOADS ( KIP - stress in KSI )                                             
 =================================                                              
                                                                                
    MAST  DUE TO    ---DUE TO MOMENT---     --- TOTAL LOAD ----                 
    ELEV   AXIAL    AZI     AZI     AZI     AZI     AZI     AZI                 
      FT    LOAD      0     120     240       0     120     240                 
                                                                                
                                                                                
  300.00  -----------------------------------------------------
            0.0     0.0     0.0     0.0     0.0     0.0     0.0
 
            0.3    -2.1     1.1     1.1    -1.8     1.3     1.3
  290.00  -----------------------------------------------------
            0.3    -2.1     1.1     1.1    -1.8     1.3     1.3
 
            0.4    -3.5     1.7     1.7    -3.1     2.1     2.1
  287.00  -----------------------------------------------------
            0.5    -2.9     1.4     1.5    -2.4     2.0     2.0
 
            0.7   -16.3     9.8     6.5   -15.6    10.5     7.2
  280.00  =====================================================
           18.1    20.7   -12.9    -7.8    38.8     5.2    10.4
 
           18.4    41.8   -31.5   -10.3    60.2   -13.2     8.1
  272.00  -----------------------------------------------------
           18.8    42.1   -31.2   -10.9    60.8   -12.4     7.9
 
           19.1    42.5   -31.2   -11.4    61.6   -12.1     7.7
  260.00  -----------------------------------------------------
           19.1    42.5   -31.2   -11.4    61.6   -12.1     7.7
 
           19.2    40.6   -30.0   -10.6    59.8   -10.8     8.6
  255.00  -----------------------------------------------------
           19.2    40.6   -30.0   -10.6    59.8   -10.8     8.6
 
           19.5    22.8   -20.0    -2.8    42.3    -0.5    16.7
  236.00  -----------------------------------------------------
           19.7    22.5   -19.3    -3.2    42.2     0.4    16.5
 
           19.8     6.9    -8.4     1.5    26.7    11.5    21.3
  230.00  =====================================================
           25.5    12.1   -11.4    -0.7    37.6    14.1    24.7
 
           25.8    10.6    -5.7    -5.0    36.4    20.2    20.9
  207.50  -----------------------------------------------------
           25.8    10.6    -5.7    -5.0    36.4    20.2    20.9
 
           26.0     3.1     0.5    -3.5    29.1    26.5    22.5
  197.11  -----------------------------------------------------
           26.0     3.1     0.5    -3.5    29.1    26.5    22.5
 
           26.2   -10.7    10.0     0.7    15.5    36.2    26.9
  185.00  =====================================================
           29.3    -8.1     8.6    -0.5    21.3    37.9    28.8
 
           29.7    -3.3     8.7    -5.3    26.3    38.4    24.4
  162.50  -----------------------------------------------------
           29.7    -3.3     8.7    -5.3    26.3    38.4    24.4
 
           29.7    -3.9     9.2    -5.2    25.8    38.9    24.5
  160.00  -----------------------------------------------------
           29.7    -3.9     9.2    -5.2    25.8    38.9    24.5
 
           30.0    -8.0    11.9    -3.8    22.0    41.9    26.2
  151.00  -----------------------------------------------------
           30.2    -8.3    11.6    -3.4    21.9    41.8    26.8
 
           30.5   -29.0    20.8     8.3     1.5    51.3    38.8
  140.00  =====================================================
           35.5   -18.3    14.9     3.4    17.1    50.4    38.9
 
           35.7    -8.0     9.2    -1.2    27.7    45.0    34.5
  131.00  -----------------------------------------------------
           35.7    -8.0     9.2    -1.2    27.7    45.0    34.6
 
           36.1    -0.3     4.6    -4.2    35.8    40.7    31.8
  120.00  -----------------------------------------------------
           36.1    -0.3     4.6    -4.2    35.8    40.7    31.8
 
           36.2     1.5     3.3    -4.7    37.7    39.5    31.4
  115.00  -----------------------------------------------------
           36.2     1.5     3.3    -4.7    37.7    39.5    31.4
 
           36.3     2.2     2.5    -4.8    38.5    38.8    31.5
  111.10  -----------------------------------------------------
           36.3     2.2     2.5    -4.8    38.5    38.8    31.5
 
           36.7    -3.4     3.3     0.2    33.3    40.0    36.9
   90.00  =====================================================
           37.9    -2.4     2.8    -0.4    35.5    40.7    37.5
 
           38.4    10.6    -4.6    -6.0    49.0    33.8    32.4
   67.50  -----------------------------------------------------
           38.4    10.6    -4.6    -6.0    49.0    33.8    32.4
 
           38.5    11.0    -5.0    -6.0    49.4    33.5    32.5
   63.95  -----------------------------------------------------
           38.5    11.0    -5.0    -6.0    49.4    33.5    32.5
 
           38.8     5.4    -3.1    -2.3    44.3    35.8    36.5
   45.00  =====================================================
           39.4     5.8    -3.3    -2.5    45.2    36.2    36.9
 
           39.9    10.9    -5.7    -5.3    50.8    34.2    34.6
   22.50  -----------------------------------------------------
           39.9    10.9    -5.7    -5.3    50.8    34.2    34.6
 
           40.3     0.0     0.0     0.0    40.3    40.3    40.3
    0.00  -----------------------------------------------------
 
 FACE SHEARS ( KIP - stress in KSI )                                            
 ==================================                                             
                                                                                
                                                                                
    MAST  TORSN          BEAM SHEAR          TOTAL FACE SHEAR                   
    ELEV  SHEAR     AZI     AZI     AZI     AZI     AZI     AZI                 
      FT             60     180     300      60     180     300                 
                                                                                
                                                                                
  300.00  -----------------------------------------------------
            0.0     0.0     0.0     0.0     0.0     0.0     0.0
 
            0.0     0.5     0.0    -0.5     0.5     0.0     0.5
  290.00  -----------------------------------------------------
            0.0     0.5     0.0    -0.5     0.5     0.0     0.5
 
            0.0     0.6     0.0    -0.6     0.6     0.0     0.6
  287.00  -----------------------------------------------------
            0.2     2.4    -0.4    -2.0     2.7     0.2     1.8
 
            0.2     2.8    -0.4    -2.4     3.0     0.2     2.1
  280.00  =====================================================
           -6.9    -4.1     1.6     2.5    11.0     5.3     4.4
 
           -6.9    -3.7     1.6     2.1    10.6     5.3     4.8
  272.00  -----------------------------------------------------
           -1.7    -0.2    -0.1     0.3     1.9     1.7     1.4
 
           -1.7     0.4    -0.1    -0.4     1.3     1.7     2.0
  260.00  -----------------------------------------------------
           -1.7     0.4    -0.1    -0.4     1.3     1.7     2.0
 
           -1.7     0.7    -0.1    -0.6     1.0     1.7     2.3
  255.00  -----------------------------------------------------
           -1.7     0.7    -0.1    -0.6     1.0     1.8     2.3
 
           -1.7     1.5    -0.1    -1.5     0.2     1.8     3.2
  236.00  -----------------------------------------------------
            1.9     3.3    -0.8    -2.5     5.2     1.1     0.6
 
            1.9     3.6    -0.8    -2.8     5.5     1.1     0.9
  230.00  =====================================================
            1.6    -0.2    -0.4     0.6     1.4     1.2     2.2
 
            1.6     0.8    -0.4    -0.5     2.4     1.2     1.2
  207.50  -----------------------------------------------------
            1.6     0.8    -0.4    -0.5     2.4     1.2     1.1
 
            1.6     1.3    -0.4    -0.9     2.9     1.2     0.7
  197.11  -----------------------------------------------------
            1.6     1.3    -0.4    -0.9     2.9     1.2     0.7
 
            1.6     1.8    -0.4    -1.5     3.4     1.2     0.1
  185.00  =====================================================
            1.6    -0.7    -0.1     0.9     0.8     1.4     2.4
 
            1.5     0.3    -0.1    -0.1     1.8     1.4     1.4
  162.50  -----------------------------------------------------
            1.5     0.3    -0.1    -0.1     1.8     1.4     1.4
 
            1.5     0.4    -0.1    -0.3     1.9     1.4     1.3
  160.00  -----------------------------------------------------
            1.5     0.4    -0.1    -0.3     1.9     1.4     1.3
 
            1.5     0.9    -0.1    -0.7     2.4     1.4     0.8
  151.00  -----------------------------------------------------
           -2.5     2.0     0.1    -2.2     0.4     2.3     4.6
 
           -2.5     2.6     0.1    -2.8     0.2     2.3     5.2
  140.00  =====================================================
           -0.1    -1.8     0.1     1.6     1.9     0.0     1.5
 
           -0.1    -1.3     0.1     1.1     1.4     0.0     1.0
  131.00  -----------------------------------------------------
           -0.2    -1.2     0.1     1.1     1.4     0.0     0.9
 
           -0.2    -0.6     0.1     0.5     0.8     0.0     0.3
  120.00  -----------------------------------------------------
           -0.2    -0.6     0.1     0.5     0.8     0.0     0.3
 
           -0.2    -0.4     0.1     0.3     0.6     0.0     0.1
  115.00  -----------------------------------------------------
           -0.2    -0.4     0.1     0.3     0.6     0.0     0.1
 
           -0.2    -0.2     0.1     0.1     0.4     0.0     0.1
  111.10  -----------------------------------------------------
           -0.1    -0.2     0.1     0.1     0.4     0.0     0.1
 
           -0.1     0.7     0.1    -0.9     0.6     0.0     1.0
   90.00  =====================================================
           -0.1    -1.2     0.1     1.1     1.3     0.0     1.0
 
           -0.1    -0.2     0.1     0.2     0.3     0.0     0.1
   67.50  -----------------------------------------------------
           -0.1    -0.2     0.1     0.2     0.3     0.0     0.1
 
           -0.1    -0.1     0.1     0.0     0.2     0.0     0.1
   63.95  -----------------------------------------------------
           -0.1    -0.1     0.1     0.0     0.2     0.0     0.0
 
           -0.1     0.7     0.1    -0.7     0.6     0.0     0.8
   45.00  =====================================================
            0.0    -0.7     0.0     0.7     0.7     0.1     0.6
 
            0.0     0.2     0.0    -0.2     0.1     0.0     0.2
   22.50  -----------------------------------------------------
            0.0     0.2     0.0    -0.2     0.2     0.0     0.2
 
            0.0     0.9     0.0    -0.9     0.9     0.0     0.9
    0.00  -----------------------------------------------------
 
 GUY FORCES AT MAST                                                             
 ==================                                                             
                                                                                
    GUY   GUY      ....COMPONENTS AT MAST.......  FACTOR ...GUY ANGLES....      
  LEVEL   AZI        N        E     DOWN   TOTAL      OF    VERT   HORIZ        
     FT            KIP      KIP      KIP     KIP  SAFETY                        
                                                                                
                                                                                
 
  280.0   0.0    11.52    -0.02    14.98   18.90    3.60  -52.44    -0.1
        120.0    -2.31     3.07     4.62    6.01   11.31  -50.24     6.9
        120.0    -2.26     2.99     4.50    5.85   11.62  -50.18     7.1
        240.0    -2.86    -4.06     6.01    7.79    8.72  -50.41    -5.2
        240.0    -3.44    -5.06     7.43    9.62    7.07  -50.56    -4.2
          0.0    10.54    -0.02    13.78   17.34    3.92  -52.58    -0.1
 
  230.0   0.0    10.44    -0.01    10.88   15.08    2.67  -46.20    -0.1
        120.0    -1.56     2.06     2.53    3.61   11.16  -44.40     7.1
        240.0    -2.04    -2.91     3.51    5.00    8.06  -44.64    -5.1
 
  185.0   0.0     6.91     0.00     5.80    9.02    2.83  -40.00     0.0
        120.0    -1.21     1.67     1.64    2.64    9.67  -38.47     6.0
        240.0    -1.36    -1.93     1.88    3.02    8.44  -38.54    -5.2
 
  140.0   0.0     6.43     0.00     4.12    7.64    3.34  -32.68     0.0
        120.0    -1.27     1.86     1.40    2.65    9.63  -31.82     4.5
        120.0    -1.25     1.82     1.37    2.60    9.81  -31.83     4.6
        240.0    -1.25    -1.82     1.37    2.60    9.81  -31.83    -4.6
        240.0    -1.17    -1.68     1.27    2.42   10.55  -31.83    -4.9
          0.0     6.91     0.00     4.42    8.20    3.11  -32.61     0.0
 
   90.0   0.0     5.53     0.00     2.25    5.97    3.26  -22.13     0.0
        120.0    -1.03     1.55     0.75    2.01    9.72  -21.98     3.8
        240.0    -0.93    -1.37     0.67    1.79   10.92  -22.04    -4.2
 
   45.0   0.0     4.70     0.00     0.98    4.80    4.06  -11.74     0.0
        120.0    -1.07     1.64     0.42    2.00    9.76  -12.06     3.1
        240.0    -0.99    -1.50     0.39    1.84   10.59  -12.14    -3.3
 
 GUY FORCES AT ANCHOR                                                           
 ====================                                                           
                                                                                
    GUY   GUY      ....COMPONENTS AT ANCHOR.....  FACTOR                        
  LEVEL   AZI      RAD      LAT       UP   TOTAL      OF                        
     FT            KIP      KIP      KIP     KIP  SAFETY                        
                                                                                
                                                                                
 
  280.0   0.0    12.07    -0.37    14.15   18.61    3.65
        120.0     3.49    -0.35     4.43    5.65   12.03
        120.0     3.36    -0.56     4.31    5.50   12.37
        240.0     4.59     0.60     5.82    7.44    9.14
        240.0     5.77     0.28     7.25    9.26    7.34
          0.0    11.09     0.34    12.95   17.05    3.99
 
  230.0   0.0    10.74     0.00    10.35   14.92    2.70
        120.0     2.36    -0.32     2.43    3.40   11.85
        240.0     3.34     0.32     3.42    4.79    8.41
 
  185.0   0.0     7.06     0.00     5.48    8.94    2.85
        120.0     1.94    -0.22     1.60    2.53   10.10
        240.0     2.24     0.22     1.84    2.91    8.76
 
  140.0   0.0     6.51    -0.20     3.87    7.58    3.37
        120.0     2.18    -0.11     1.34    2.56    9.95
        120.0     2.13    -0.24     1.32    2.51   10.15
        240.0     2.13     0.24     1.32    2.51   10.15
        240.0     1.98     0.12     1.22    2.33   10.94
          0.0     6.99     0.22     4.17    8.14    3.13
 
   90.0   0.0     5.56     0.00     2.11    5.95    3.28
        120.0     1.83    -0.12     0.70    1.96    9.94
        240.0     1.62     0.12     0.62    1.74   11.20
 
   45.0   0.0     4.71     0.00     0.87    4.79    4.07
        120.0     1.94    -0.11     0.35    1.97    9.88
        240.0     1.78     0.11     0.32    1.82   10.74
 
 ANCHOR LOADS (KIPS)                                                            
 ===================                                                            
                                                                                
                                                                                
    AZI  RADIUS  GUY TO    ......ANCHOR LOADS......  .......SHAFT FORCES....... 
                   ELEV    GUY  HORIZ   VERT LATER-  AXIAL ...LATERAL...  ANGLE 
                          TEN-               AL              VERT  H0RIZ        
                          SION                              PLANE  PLANE        
             FT      FT                                                         
                                                                                
 
    0.0  230.00  280.00  17.05  11.10  12.95   0.00  16.81   2.85   0.00
                 280.00  18.61  12.08  14.15   0.00  18.34   3.14   0.00
                 230.00  14.92  10.74  10.35   0.00  14.88   1.07   0.00
                 185.00   8.94   7.06   5.48   0.00   8.93  -0.31   0.00
                 140.00   8.14   6.99   4.17   0.00   8.04  -1.27   0.00
                 140.00   7.58   6.51   3.87   0.00   7.48  -1.19   0.00
                  90.00   5.95   5.56   2.11   0.00   5.62  -1.94   0.00
                  45.00   4.79   4.71   0.87   0.00   4.18  -2.34   0.00
                        -------------------------------------------------------
                                64.76  53.96   0.00  84.30   0.00   0.00  39.80
 
  120.0  230.00  280.00   5.50   3.41   4.31  -0.46   5.39   1.07  -0.46
                 280.00   5.65   3.50   4.43  -0.46   5.54   1.10  -0.46
                 230.00   3.40   2.38   2.43  -0.32   3.39   0.31  -0.32
                 185.00   2.53   1.95   1.60  -0.22   2.52  -0.05  -0.22
                 140.00   2.51   2.14   1.32  -0.18   2.48  -0.39  -0.18
                 140.00   2.56   2.18   1.34  -0.18   2.53  -0.39  -0.18
                  90.00   1.96   1.83   0.70  -0.12   1.85  -0.66  -0.12
                  45.00   1.97   1.94   0.35  -0.11   1.70  -0.99  -0.11
                        -------------------------------------------------------
                                19.34  16.48  -2.04  25.41   0.00  -2.04  40.43
 
  240.0  230.00  280.00   9.26   5.77   7.25   0.46   9.16   1.40   0.46
                 280.00   7.44   4.63   5.82   0.46   7.35   1.13   0.46
                 230.00   4.79   3.36   3.42   0.32   4.79   0.23   0.32
                 185.00   2.91   2.25   1.84   0.22   2.90  -0.18   0.22
                 140.00   2.33   1.99   1.22   0.18   2.29  -0.45   0.18
                 140.00   2.51   2.14   1.32   0.18   2.46  -0.49   0.18
                  90.00   1.74   1.63   0.62   0.12   1.62  -0.65   0.12
                  45.00   1.82   1.79   0.32   0.11   1.53  -0.98   0.11
                        -------------------------------------------------------
                                23.55  21.80   2.05  32.09   0.00   2.05  42.79


 LOADING CONDITION  B  ==================================  6 iterations =======

 Bare tower 100 mph wind at azimuth 90 deg                                      




 LOADING CONDITION  C  ==================================  6 iterations =======

 Bare tower 100 mph wind at azimuth 180 deg                                     


 ===============================================================================
 GUYMAST 1.2 (USA)-Guyed Tower Analysis                (c)1997,2004 Guymast Inc. 

 Tel:(416)736-7453             Fax:(416)736-4372             Web:www.guymast.com

 Processed under license at:

 Weisman Consultants Inc.                          on: 24 sep 2004  at: 16:46:01
 ===============================================================================

  [DEMOGU1] - 300 FT GUYED TOWER ANALYSIS - OCTOBER 2004                        


 
 MAXIMUM LEG LOADS AND FACE SHEARS ( KIP - stress in KSI )                      
 =========================================================                      
                                                                                
                                                                                
   MAST   ------------- MAX LEG LOADS -------------   ---- MAX FACE SHEARS ---  
   ELEV   AXIAL   --- BENDING ---   --- TOTAL -----    TORSN     BEAM    TOTAL  
     FT             TENS     COMP     TENS     COMP                             
                                                                                
                                                                                
  300.00  ---------------------------------------------------------------------
           0.0A     0.0A     0.0A     0.0A     0.0A     0.0A     0.0B     0.0B 
 
           0.3A     2.1A     2.1C     1.8A     2.4C     0.0B    -0.5A     0.5B 
  290.00  ---------------------------------------------------------------------
           0.3A     2.1A     2.1C     1.8A     2.4C     0.0B     0.5C     0.5B 
 
           0.4A     3.5A     3.4C     3.1A     3.8C     0.1B     0.6C     0.7B 
  287.00  ---------------------------------------------------------------------
           0.5A     2.9B     4.0C     2.4B     4.6C    -3.6B     2.4A     5.2C 
 
           0.7A    16.3A    14.3C    15.6A    15.0C    -3.6B     2.8A     5.5C 
  280.00  =====================================================================
          18.1A    28.2C    20.7A    11.4C    38.8A    -6.9A    -5.2B    11.0A 
 
          18.4A    50.6C    41.8A    33.6C    60.2A    -6.9A    -4.7B    10.6A 
  272.00  ---------------------------------------------------------------------
          18.8A    50.3C    42.1A    32.9C    60.8A    -1.7B    -0.5C     2.2B 
 
          19.1A    53.1C    42.6B    35.3C    61.6A    -1.7B     0.4A     2.0A 
  260.00  ---------------------------------------------------------------------
          19.1A    53.1C    42.6B    35.3C    61.6A    -1.7B     0.4A     2.0A 
 
          19.2A    52.0C    41.4B    34.2C    60.4B    -1.7A     0.7A     2.3A 
  255.00  ---------------------------------------------------------------------
          19.2A    52.0C    41.4B    34.2C    60.4B    -1.7A     0.7A     2.3A 
 
          19.5A    37.3C    29.0B    19.2C    48.3B    -1.7A     1.5A     3.2A 
  236.00  ---------------------------------------------------------------------
          19.7A    37.6C    29.7B    19.3C    49.2B     1.9A     4.4B     5.2A 
 
          19.8A    22.8C    17.3C     4.3C    35.8C     1.9A     4.7B     5.5A 
  230.00  =====================================================================
          25.5B    27.7C    20.4C     3.6C    44.5C     1.6A     0.6A     2.2A 
 
          25.9B    23.5C    13.2C     0.0A    37.7C     1.6A     1.1B     2.4A 
  207.50  ---------------------------------------------------------------------
          25.9B    23.5C    13.2C     0.0A    37.7C     1.6A     1.1B     2.4A 
 
          26.1B    14.1C     8.1C     0.0A    32.7C     1.6A     1.6B     2.9A 
  197.11  ---------------------------------------------------------------------
          26.1B    14.1C     8.1C     0.0A    32.7C     1.6A     1.6B     2.9A 
 
          26.3B    14.2B    10.0A     0.0A    36.2A     1.6A     2.2B     3.4A 
  185.00  =====================================================================
          29.4B    11.7B     8.6A     0.0A    37.9A     1.6A    -1.0C     2.4A 
 
          29.8B    11.6C    15.8C     0.0A    44.2C     1.5A    -0.7C     1.8A 
  162.50  ---------------------------------------------------------------------
          29.8B    11.6C    15.8C     0.0A    44.2C     1.5A    -0.7C     1.8A 
 
          29.9B    13.0C    16.4C     0.0A    44.8C     1.5A    -0.8C     1.9A 
  160.00  ---------------------------------------------------------------------
          29.9B    13.0C    16.4C     0.0A    44.8C     1.5A    -0.8C     1.9A 
 
          30.1B    18.8C    17.1C     0.0A    45.9C     1.5A    -1.2C     2.4A 
  151.00  ---------------------------------------------------------------------
          30.3B    19.0C    17.6C     0.0A    46.5C     3.3B     4.1C     6.0B 
 
          30.6B    29.0A    30.8C     0.0A    60.0C     3.4B     4.7C     6.7B 
  140.00  =====================================================================
          35.5A    18.3A    19.2C     0.0A    54.6B    -0.4B    -1.8B     2.2B 
 
          35.7A     9.6B    11.3B     0.0A    47.0B    -0.3B    -1.3B     1.6B 
  131.00  ---------------------------------------------------------------------
          35.7A     9.6B    11.4B     0.0A    47.1B    -0.3B    -1.3B     1.5B 
 
          36.1A     4.2A     5.6B     0.0A    41.6B    -0.2B    -0.6A     0.8B 
  120.00  ---------------------------------------------------------------------
          36.1A     4.2A     5.6B     0.0A    41.6B    -0.2B    -0.6A     0.8B 
 
          36.2A     4.7A     4.2B     0.0A    40.4B    -0.2B    -0.4A     0.6A 
  115.00  ---------------------------------------------------------------------
          36.2A     4.7A     4.2B     0.0A    40.4B    -0.2A    -0.4A     0.6A 
 
          36.3A     4.8A     3.6B     0.0A    39.9B    -0.2A    -0.3C     0.4A 
  111.10  ---------------------------------------------------------------------
          36.3A     4.8A     3.6B     0.0A    39.9B    -0.1A    -0.3C     0.4A 
 
          36.7A     8.3C     8.7C     0.0A    44.5B    -0.1A     1.1C     1.1C 
   90.00  =====================================================================
          37.9A     7.7C     7.7C     0.0A    44.8B    -0.1A    -1.3B     1.3A 
 
          38.4A     6.0A    10.6A     0.0A    49.0A     0.1B    -0.3B     0.3A 
   67.50  ---------------------------------------------------------------------
          38.4A     6.0A    10.6A     0.0A    49.0A     0.1B    -0.3B     0.3A 
 
          38.5A     6.0A    11.0A     0.0A    49.4A     0.1B    -0.1A     0.2B 
   63.95  ---------------------------------------------------------------------
          38.5A     6.0A    11.0A     0.0A    49.4A     0.2B    -0.1A     0.3B 
 
          38.8A     3.8B     5.4A     0.0A    44.3A     0.3B    -0.7A     1.0B 
   45.00  =====================================================================
          39.4A     3.8B     5.8A     0.0A    45.2A     0.3B    -0.9C     0.9C 
 
          39.9A     8.1C    10.9A     0.0A    50.8A     0.3B     0.2A     0.4B 
   22.50  ---------------------------------------------------------------------
          39.9A     8.1C    10.9A     0.0A    50.8A     0.4B     0.2A     0.5B 
 
          40.3A     0.0A     0.0C     0.0A    40.3A     0.5B     0.9A     1.4B 
    0.00  ---------------------------------------------------------------------
 
 MAXIMUM MAST DEFORMATION CALCULATED                                            
 ===================================                                            
                                                                                
                                                                                
   MAST   .......DEFLECTIONS (FT).........   .........ROTATIONS (DEG).........  
   ELEV   ..... HORIZONTAL ......     DOWN   ........ TILT ..........    TWIST  
     FT   NORTH     EAST    TOTAL             NORTH     EAST    TOTAL           
                                                                                
                                                                                
  300.0  -0.53A   -0.72B    0.72B    0.03A   -1.01C    0.57B    1.02C   -0.45A 
  290.0  -0.63A   -0.82B    0.82B    0.03A   -1.01C    0.58B    1.02C   -0.45A 
  287.0  -0.66A   -0.85B    0.85B    0.03A   -1.02C    0.58B    1.02C   -0.45A 

         ----------------------------------------------------------------------
  280.0  -0.72A   -0.92B    0.92B    0.03A   -1.05C    0.61B    1.05C   -0.44A 
         ----------------------------------------------------------------------

  272.0  -0.80A   -1.00B    1.00B    0.03A   -0.91C    0.50B    0.91C   -0.69A 
  260.0  -0.87A   -1.08B    1.08B    0.03A   -0.64C    0.26B    0.64C   -0.78A 
  255.0  -0.89A   -1.09B    1.09B    0.03A   -0.52C    0.15B    0.52C   -0.93A 
  236.0   0.99C   -1.08B    1.08B    0.03A   -0.14C   -0.20B    0.21A   -1.49A 

         ----------------------------------------------------------------------
  230.0   1.00C   -1.06B    1.06B    0.03A   -0.16A   -0.26B    0.27B   -1.29A 
         ----------------------------------------------------------------------

  207.5   0.97C   -0.92B    0.97C    0.02A   -0.29A   -0.44B    0.44B   -0.66A 
  197.1   0.92C   -0.83B    0.92C    0.02A   -0.32A   -0.48B    0.48B   -0.56B 

         ----------------------------------------------------------------------
  185.0   0.85C   -0.74B    0.86C    0.02A    0.33C   -0.45B    0.45B   -0.56B 
         ----------------------------------------------------------------------

  162.5   0.72C   -0.57B    0.73C    0.02A    0.36C   -0.38B    0.38B   -0.45B 
  160.0   0.70C   -0.56B    0.71C    0.02A    0.37C   -0.37B    0.38B   -0.45B 
  151.0   0.65C   -0.50B    0.66C    0.02A    0.37C   -0.34B    0.37C   -0.44B 

         ----------------------------------------------------------------------
  140.0   0.58C   -0.44B    0.59C    0.02A    0.30C   -0.25B    0.31C   -0.28B 
         ----------------------------------------------------------------------

  131.0   0.54C   -0.41B    0.55C    0.02A    0.26C   -0.20B    0.27C   -0.29B 
  120.0   0.49C   -0.37B    0.50C    0.01A    0.23C   -0.17B    0.25C   -0.30B 
  115.0   0.47C   -0.36B    0.48C    0.01A    0.23C   -0.16B    0.25C   -0.32B 
  111.1   0.45C   -0.35B    0.46C    0.01A    0.23C   -0.16B    0.25C   -0.33B 

         ----------------------------------------------------------------------
   90.0   0.37C   -0.29B    0.38C    0.01A    0.20C   -0.13B    0.21C   -0.35B 
         ----------------------------------------------------------------------

   67.5  -0.31A   -0.24B    0.31A    0.01A    0.20C   -0.14B    0.20C   -0.34B 
   64.0  -0.30A   -0.23B    0.30A    0.01A    0.20C   -0.15B    0.21C   -0.33B 

         ----------------------------------------------------------------------
   45.0  -0.24A   -0.18B    0.24A    0.01A   -0.23A   -0.18B    0.23A   -0.27B 
         ----------------------------------------------------------------------

   22.5  -0.13A   -0.10B    0.13A    0.00A   -0.30A   -0.23B    0.31A   -0.16B 
    0.0   0.00A    0.00A    0.00A    0.00A   -0.36A   -0.27B    0.36A    0.00A 
 
 MAXIMUM ANTENNA ROTATIONS                                                      
 =========================                                                      
                                                                                
                                                                                
    ELEV     ORIENTATION        ........ BEAM DEFLECTIONS (DEG) .....           
      FT     AZI    ELEV        ROLL        YAW      PITCH      TOTAL           
             DEG     DEG                                                        
                                                                                
                                                                                
   300.0     0.0     0.0      -0.573 B    0.453 A    1.012 C    1.012 C 

   287.0   296.0     0.0       0.871 C    0.452 A    0.536 C    0.563 B 

   287.0     0.0     0.0      -0.578 B    0.453 A    1.018 C    1.019 C 

   280.0     0.0     0.0      -0.606 B    0.445 A    1.046 C    1.057 C 

   272.0   105.0     0.0      -0.860 C    0.692 A   -0.473 B    0.704 A 

   272.0   296.0     0.0       0.787 C    0.692 A    0.460 C    0.723 A 

   272.0     0.0     0.0      -0.503 B    0.693 A    0.909 C    0.930 C 

   236.0   105.0     0.0      -0.164 C    1.489 A    0.206 B    1.502 A 

   236.0     0.0     0.0       0.196 B    1.489 A    0.139 C    1.494 A 

   151.0   241.0     0.0      -0.323 C    0.444 B   -0.335 B    0.556 B 

   151.0     0.0     0.0       0.344 B    0.444 B   -0.370 C    0.450 B 

   140.0     0.0     0.0       0.252 B    0.278 B   -0.301 C    0.311 C 

   131.0     0.0     0.0       0.200 B    0.290 B   -0.256 C    0.297 B 

 
 MAXIMUM INTERNAL MAST FORCES                                                   
 =============================                                                  
                                                                                
                                                                                
   MAST      TOTAL       ......SHEAR......      .......MOMENT.....     TORSION  
   ELEV      AXIAL       N - S       E - W       N - S       E - W              
     FT        KIP         KIP         KIP      FT-KIP      FT-KIP      FT-KIP  
                                                                                
                                                                                
  300.0   ......................................................................
             0.01 A     -0.05 A     -0.05 B      0.00 A      0.00 B      0.00 A 
 
             0.82 A     -0.86 A     -0.75 B      4.59 A      3.96 B     -0.09 B 
  290.0   ......................................................................
             0.82 A      0.86 C     -0.75 B      4.59 A      3.96 B     -0.11 B 
 
             1.06 A      1.11 C     -0.96 B      7.55 A      6.52 B     -0.12 B 
  287.0   ......................................................................
             1.63 A     -3.85 A     -3.64 B     -8.73 C      6.58 B      7.74 B 
 
             2.20 A     -4.43 A     -4.13 B     35.28 A     33.75 B      7.70 B 
--------------------------------------------------------------------------------
               *           +           +           &           &           @
  280.0     51.31 A     11.19 A     12.90 B     91.86 C    -67.86 B     15.59 A 
--------------------------------------------------------------------------------
            54.43 A     -5.99 C      7.73 B     61.04 C    -33.76 B     14.86 A 
 
            55.08 A     -5.27 C      7.11 B    109.47 C    -96.29 B     14.87 A 
  272.0   ......................................................................
            56.30 A     -0.85 C      0.78 B    108.86 C    -97.54 B      3.75 B 
 
            57.29 A     -0.67 A     -0.21 B    114.92 C   -103.56 B      3.67 B 
  260.0   ......................................................................
            57.29 A     -0.67 A     -0.21 B    114.92 C   -103.56 B      3.63 B 
 
            57.54 A     -1.08 A     -0.55 B    112.64 C   -101.86 B      3.64 A 
  255.0   ......................................................................
            57.54 A     -1.08 A     -0.55 B    112.64 C   -101.86 B      3.67 A 
 
            58.49 A     -2.62 A     -1.86 B     80.81 C    -75.34 B      3.70 A 
  236.0   ......................................................................
            59.14 A     -5.08 A     -6.56 B     81.49 C    -76.64 B     -4.09 A 
 
            59.44 A     -5.56 A     -6.98 B     49.36 C    -33.66 B     -4.08 A 
--------------------------------------------------------------------------------
               *           +           +           &           &           @
  230.0     17.63 B      6.83 A      7.53 B    -11.35 A    -12.29 B      0.55 A 
--------------------------------------------------------------------------------
            76.63 B      0.70 A     -0.57 C     59.90 C    -45.95 B     -3.50 A 
 
            77.76 B      1.44 C     -1.69 B     50.83 C    -26.98 B     -3.47 A 
  207.5   ......................................................................
            77.76 B      1.44 C     -1.69 B     50.83 C    -26.98 B     -3.46 A 
 
            78.29 B      2.27 C     -2.40 B     30.62 C     -5.01 B     -3.44 A 
  197.1   ......................................................................
            78.29 B      2.27 C     -2.40 B     30.62 C     -5.01 B     -3.42 A 
 
            78.90 B      3.22 C     -3.23 B     23.27 A     30.05 B     -3.40 A 
--------------------------------------------------------------------------------
               *           +           +           &           &           @
  185.0      9.65 C     -4.75 C      4.56 B      6.29 C     -6.06 B      0.26 B 
--------------------------------------------------------------------------------
            88.31 B      1.37 A      1.28 B     17.46 A     23.99 B     -3.36 A 
 
            89.45 B      0.57 C     -0.98 C      8.94 C     34.27 C     -3.33 A 
  162.5   ......................................................................
            89.45 B      0.57 C     -0.98 C      8.94 C     34.27 C     -3.33 A 
 
            89.57 B      0.76 C     -0.98 C      8.48 A     36.70 C     -3.32 A 
  160.0   ......................................................................
            89.57 B      0.76 C     -0.98 C      8.48 A     36.70 C     -3.31 A 
 
            90.40 B      1.60 C     -1.20 B     17.37 A     44.93 C     -3.30 A 
  151.0   ......................................................................
            90.85 B      5.26 C     -4.02 B     17.91 A     45.76 C     -7.24 B 
 
            91.87 B      6.30 C     -4.97 B    -66.61 C     71.10 B     -7.33 B 
--------------------------------------------------------------------------------
               *           +           +           &           &           @
  140.0     13.97 C     -9.89 C      8.36 B     24.93 C    -24.60 B      9.17 B 
--------------------------------------------------------------------------------
           106.37 A      2.96 A      2.74 B    -41.68 C     46.47 B      0.80 B 
 
           107.20 A      2.10 A      1.95 B    -21.36 C     26.23 B      0.72 B 
  131.0   ......................................................................
           107.25 A      2.04 A      1.90 B    -21.30 C     26.29 B      0.56 B 
 
           108.27 A      0.98 A      0.91 B     -6.99 C     11.05 B      0.46 B 
  120.0   ......................................................................
           108.27 A      0.98 A      0.91 B     -6.99 C     11.06 B      0.41 B 
 
           108.58 A      0.57 A      0.54 B      5.41 B    -10.01 A      0.37 B 
  115.0   ......................................................................
           108.58 A      0.57 A      0.54 B      5.41 B    -10.01 A      0.35 A 
 
           108.82 A      0.25 A      0.52 C      5.76 B     -9.15 A      0.34 A 
  111.1   ......................................................................
           108.82 A      0.25 A      0.52 C      5.76 B     -9.15 A      0.31 A 
 
           110.10 A      1.60 C     -1.26 B    -18.84 C     15.41 B      0.28 A 
--------------------------------------------------------------------------------
               *           +           +           &           &           @
   90.0      3.67 A     -3.62 C      3.15 B      2.25 C     -1.99 B      0.16 B 
--------------------------------------------------------------------------------
           113.77 A      2.02 A      1.89 B    -16.59 C     13.42 B      0.22 A 
 
           115.15 A      0.36 A      0.38 B    -22.94 A    -12.80 B     -0.24 B 
   67.5   ......................................................................
           115.15 A      0.36 A      0.38 B    -22.94 A    -12.80 B     -0.27 B 
 
           115.36 A      0.11 A      0.15 B    -23.74 A    -13.74 B     -0.29 B 
   64.0   ......................................................................
           115.36 A      0.11 A      0.15 B    -23.74 A    -13.74 B     -0.43 B 
 
           116.52 A      1.20 C     -1.04 B    -11.74 A     -7.04 C     -0.57 B 
--------------------------------------------------------------------------------
               *           +           +           &           &           @
   45.0      1.78 A     -2.74 C      2.41 B      0.85 C     -0.77 B      0.14 B 
--------------------------------------------------------------------------------
           118.30 A     -1.39 C      1.18 B    -12.57 A     -7.03 C     -0.59 B 
 
           119.67 A     -0.30 A     -0.16 C    -23.69 A    -18.19 B     -0.74 B 
   22.5   ......................................................................
           119.67 A     -0.30 A     -0.16 C    -23.69 A    -18.19 B     -0.88 B 
 
           121.05 A     -1.63 A     -1.36 B      0.00 A      0.00 B     -1.02 B 
--------------------------------------------------------------------------------
 base
 reaction  121.05 A      1.02 A      0.89 B      0.00 A      0.00 C      1.02 B 
--------------------------------------------------------------------------------
 
 
                                                                                
                                                                                
 *   VERTICAL GUY LOAD            &   GUY ECCENTRIC MOMENT                      
 +   HORIZONTAL REACTION          @   TORSIONAL RESISTANCE                      
 
 MAXIMUM GUY FORCES AT MAST                                                     
 ==========================                                                     
                                                                                
                                                                                
    GUY    GUY    .......COMPONENTS AT MAST.......   FACTOR  ...GUY ANGLES...   
  LEVEL    AZI        N        E     DOWN    TOTAL       OF     VERT    HORIZ   
     FT             KIP      KIP      KIP      KIP   SAFETY                     
                                                                                
                                                                                

  280.0    0.0    11.5A    -0.5B    15.0A    18.9A     3.6A   -52.4A    -5.2B 
         120.0    -5.6B     9.2B    14.0B    17.7B     3.8B   -52.5C     6.9A 
         120.0    -5.8B     9.6B    14.5B    18.3B     3.7B   -52.4B     7.1A 
         240.0    -3.9C    -7.6C    11.1C    14.0C     4.9C   -52.4C    -5.2A 
         240.0    -3.4A    -6.0C     8.9C    11.1C     6.1C   -52.8C     5.0B 
           0.0    10.5A    -0.5B    13.8A    17.3A     3.9A   -52.6A    -4.4B 

  230.0    0.0    10.4A    -0.4B    10.9A    15.1A     2.7A   -46.2A    -4.3B 
         120.0    -5.5B     9.2B    11.2B    15.5B     2.6B   -46.2C     7.1A 
         240.0    -3.3C    -6.4C     7.5C    10.4C     3.9C   -46.3C     6.4B 

  185.0    0.0     6.9A    -0.3B     5.8A     9.0A     2.8A   -40.0A    -4.0B 
         120.0    -3.4B     5.7B     5.6B     8.7B     2.9B   -40.1C     6.0A 
         240.0    -2.8C    -5.2C     4.9C     7.6C     3.3C   -40.0C     5.8B 

  140.0    0.0     6.4A    -0.2B     4.1A     7.6A     3.3A   -32.7A    -3.3B 
         120.0    -3.0B     5.0B     3.8B     6.9B     3.7B   -32.9C     4.5A 
         120.0    -3.3B     5.5B     4.1B     7.6B     3.4B   -33.0C     4.6A 
         240.0    -2.9C    -5.4C     3.9C     7.2C     3.5C   -32.6C     5.0B 
         240.0    -3.0C    -5.6C     4.0C     7.5C     3.4C   -32.6C    -4.9A 
           0.0     6.9A    -0.2B     4.4A     8.2A     3.1A   -32.6A    -3.9B 

   90.0    0.0     5.5A    -0.2B     2.3A     6.0A     3.3A   -25.6C    -3.4B 
         120.0    -2.4B     4.0B     1.9B     5.1B     3.9B   -22.5C     3.8A 
         240.0    -2.1C    -3.8C     1.8C     4.7C     4.1C   -22.3C    -4.2A 

   45.0    0.0     4.7A    -0.1B     1.0A     4.8A     4.1A   -14.4C    -3.0B 
         120.0    -2.1B     3.5B     0.9B     4.1B     4.7B   -12.1A     3.1A 
         240.0    -1.7C    -3.1C     0.8C     3.6C     5.4C   -12.8B    -3.3A 
 
 MAXIMUM GUY FORCES AT ANCHOR                                                   
 ============================                                                   
                                                                                
                                                                                
    GUY    GUY    ......COMPONENTS AT ANCHOR......   FACTOR                     
  LEVEL    AZI      RAD      LAT     VERT    TOTAL       OF                     
     FT             KIP      KIP      KIP      KIP   SAFETY                     
                                                                                
                                                                                

  280.0    0.0    12.1A     0.4B    14.2A    18.6A     3.7A 
         120.0    11.3B     0.7C    13.2B    17.4B     3.9B 
         120.0    11.7B    -0.6B    13.7B    18.0B     3.8B 
         240.0     8.9C     0.6A    10.4C    13.7C     5.0C 
         240.0     7.1C    -0.7C     8.2C    10.8C     6.3C 
           0.0    11.1A     0.8B    12.9A    17.1A     4.0A 

  230.0    0.0    10.7A     0.4B    10.3A    14.9A     2.7A 
         120.0    11.0B     0.3C    10.6B    15.3B     2.6B 
         240.0     7.4C    -0.3C     7.1C    10.3C     3.9C 

  185.0    0.0     7.1A     0.3B     5.5A     8.9A     2.9A 
         120.0     6.8B     0.2C     5.3B     8.6B     3.0B 
         240.0     6.0C    -0.2C     4.6C     7.6C     3.4C 

  140.0    0.0     6.5A    -0.2A     3.9A     7.6A     3.4A 
         120.0     5.9B     0.3C     3.5B     6.9B     3.7B 
         120.0     6.5B    -0.3B     3.8B     7.5B     3.4B 
         240.0     6.2C     0.2A     3.7C     7.2C     3.5C 
         240.0     6.4C    -0.4C     3.8C     7.4C     3.4C 
           0.0     7.0A     0.3B     4.2A     8.1A     3.1A 

   90.0    0.0     5.6A     0.2B     2.1A     5.9A     3.3A 
         120.0     4.7B     0.1C     1.8B     5.0B     3.9B 
         240.0     4.4C    -0.1C     1.6C     4.7C     4.2C 

   45.0    0.0     4.7A     0.1B     0.9A     4.8A     4.1A 
         120.0     4.1B     0.1C     0.7B     4.1B     4.7B 
         240.0     3.6C    -0.1C     0.6C     3.6C     5.4C 
 
 MAXIMUM ANCHOR LOADS                                                           
 ====================                                                           
                                                                                
                                                                                
   AZI  RADIUS  GUY TO   ....ANCHOR LOADS.....  .........SHAFT FORCES.........  
   DEG      FT    ELEV   HORIZ    VERT  LATER-   AXIAL   ...LATERAL...   ANGLE  
                    FT     KIP             AL      KIP    VERT   HORIZ     DEG  
                                   KIP    KIP            PLANE   PLANE          
                                                           KIP     KIP          
                                                                                


   0.0   230.0   280.0   11.1A   12.9A    0.6B   16.8A    2.8A    0.6B 
                 280.0   12.1A   14.2A    0.6B   18.3A    3.1A    0.6B 
                 230.0   10.7A   10.3A    0.4B   14.9A    1.1A    0.4B 
                 185.0    7.1A    5.5A    0.3B    8.9A   -0.3A    0.3B 
                 140.0    7.0A    4.2A    0.2B    8.0A   -1.3A    0.2B 
                 140.0    6.5A    3.9A    0.2B    7.5A   -1.2A    0.2B 
                  90.0    5.6A    2.1A    0.2B    5.6A   -1.9A    0.2B 
                  45.0    4.7A    0.9A    0.1B    4.2A   -2.3A    0.1B 
                        -------------------------------------------------
                         64.8A   54.0A    2.5B   84.3A    0.0A    2.5B   39.8A 



 120.0   230.0   280.0   11.7B   13.7B    0.5C   17.8B    2.9B    0.5C 
                 280.0   11.3B   13.2B    0.5C   17.2B    2.8B    0.5C 
                 230.0   11.0B   10.6B    0.3C   15.3B    1.0B    0.3C 
                 185.0    6.8B    5.3B    0.2C    8.6B   -0.4B    0.2C 
                 140.0    6.5B    3.8B    0.2C    7.4B   -1.3B    0.2C 
                 140.0    5.9B    3.5B    0.2C    6.8B   -1.2B    0.2C 
                  90.0    4.7B    1.8B    0.1C    4.7B   -1.7B    0.1C 
                  45.0    4.1B    0.7B    0.1C    3.6B   -2.1B    0.1C 
                        -------------------------------------------------
                         62.0B   52.7B    2.1C   81.4B    0.0C    2.1C   40.4B 



 240.0   230.0   280.0    7.1C    8.2C    0.5A   10.7C    1.9C    0.5A 
                 280.0    8.9C   10.4C   -0.5C   13.5C    2.6C   -0.5C 
                 230.0    7.4C    7.1C   -0.3C   10.2C    0.9C   -0.3C 
                 185.0    6.0C    4.6C   -0.2C    7.6C   -0.2A   -0.2C 
                 140.0    6.4C    3.8C   -0.2C    7.4C   -1.0C   -0.2C 
                 140.0    6.2C    3.7C   -0.2C    7.1C   -1.0C   -0.2C 
                  90.0    4.4C    1.6C   -0.1C    4.5C   -1.5C   -0.1C 
                  45.0    3.6C    0.6C   -0.1C    3.2C   -1.7C   -0.1C 
                        -------------------------------------------------
                         49.9C   40.2C   -2.1C   64.0C    0.0C   -2.1C   38.9C 



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 ORIGINAL DATA FILE : 

c:\Documents and Settings\sean\My Documents\Projects\Website\input-samples\demo

 ===============================================================================


  [DEMOGU1] - 300 FT GUYED TOWER ANALYSIS - OCTOBER 2004                        
  MAST DATA                                                                     
  120.0 4 3 2.5 1.25 3.98 .44 .061 29000.0 .0000116                             
  160.0 3 2* 1.666 3.98 .79 .093                                                
  260.0 4 2* 1.25 3.14 .44 .051                                                 
  300.0 3 2* 1.666 3.14 .79 .082                                                
  GUY GEOMETRY                                                                  
  45.0 0. .4375 45.0 230.0 1.44 0. 1.95 2 120 120                               
  90.0 0. .4375 90.0 230.0 1.44 0. 1.95                                         
  140.0 0. .50 140.0 230.0 8.08 60. 2.55                                        
  140.0 120. .50 140.0 230.0 8.08 60. 2.55                                      
  185.0 0. .50 185.0 230.0 1.44 0. 2.55                                         
  230.0 0. .625 230.0 230.0 1.44 0. 4.03                                        
  280.0 0. .75 280.0 230.0 8.08 60. 6.80                                        
  280.0 120. .75 280.0 230.0 8.08 60. 6.80                                      
  GUY MATERIAL PROPERTIES                                                       
  45.0 0. 19.50 .388 .115 26800. .000012 0 2 120                                
  90.0 0. 19.50 .388 .115 26800. .000012                                        
  140.0 0. 25.50 .525 .15 25500. .000012                                        
  140.0 120. 25.50 .525 .15 25500. .000012                                      
  185.0 0. 25.50 .525 .15 25500. .000012                                        
  230.0 0. 40.30 .819 .234 25500. .000012                                       
  280.0 0. 68.0 1.18 .338 24200. .000012                                        
  280.0 120. 68.0 1.18 .338 24200. .000012                                      
  Bare tower 100 mph wind at azimuth 0 deg                                      
  MAST LOADING                                                                  
 D  300. -.0815 0 .081 -.0036 0 0                                               
 D  280 -.0822 0 .0811 -.0036 0 .0006                                           
 D  280 -.0888 0 .0815 -.0038 -.0002 .0032                                      
 D  260. -.0979 0 .0822 -.0041 -.0002 .0031                                     
 D  260. -.0821 0 .0501 -.0041 -.0002 .0032                                     
 D  160. -.0774 0 .0506 -.0042 -.0002 .0028                                     
 D  160. -.0921 0 .0918 -.0042 -.0002 .0027                                     
 D  120. -.0974 0 .0933 -.0048 .0006 -.0032                                     
 D  120. -.0825 0 .061 -.0048 .0006 -.0031                                      
 D  0 -.0571 0 .061 -.0048 .0006 -.0021                                         
 C  300. -.0467 0 .0109 0 0 0                                                   
 C  287. -.2125 0 .1285 .1904 -.0596 .1093                                      
 C  280. -1.2568 0 .9115 0 0 0                                                  
 C  272. -.3633 0 .235 .1619 .0937 -.1299                                       
 C  236. -.1479 0 .1065 -.0285 .1533 -.1895                                     
 C  151. -.2248 0 .1065 -.1185 -.1013 .2766                                     
 C  140. -1.031 0 .9115 0 0 0                                                   
 C  131. -.0566 0 .0441 -.0567 -.0675 .0867                                     
 c   287.00   -2.530     .604     .442    1.08     .00    -.65  296.00          
 c   272.00   -2.397    1.162     .541    -.66    1.15   -7.91  105.00          
 c   272.00   -1.759    1.354     .447    1.10     .00   -3.25  296.00          
 c   236.00   -2.306    1.118     .541    -.66    1.15   -7.61  105.00          
 c   151.00   -2.001    -.420     .342    -.42    -.73    8.36  241.00          
  GUY LOADING                                                                   
    0 100. 0 0 0 56 .01    1 1   1.00   1.00   1.00                             
 SUPPRESS PRINTING                                                              
 8*0                                                                            
  Bare tower 100 mph wind at azimuth 90 deg                                     
  MAST LOADING                                                                  
 D  300. 0 -.0698 .081 -.0036 0 -.0093                                          
 D  280 0 -.0705 .0811 -.0036 0 -.0096                                          
 D  280 0 -.0766 .0815 -.0038 -.0002 -.0116                                     
 D  260. 0 -.0844 .0822 -.0041 -.0002 -.0143                                    
 D  260. 0 -.0686 .0501 -.0041 -.0002 -.0144                                    
 D  160. 0 -.0687 .0506 -.0042 -.0002 -.0152                                    
 D  160. 0 -.0841 .0918 -.0042 -.0002 -.015                                     
 D  120. 0 -.09 .0933 -.0048 .0006 -.018                                        
 D  120. 0 -.0752 .061 -.0048 .0006 -.0175                                      
 D  0 0 -.0521 .061 -.0048 .0006 -.0121                                         
 C  300. 0 -.0467 .0109 0 0 0                                                   
 C  287. 0 -.2883 .1285 .1904 -.0596 .463                                       
 C  280. 0 -1.2568 .9115 0 0 1.1311                                             
 C  272. 0 -.5126 .235 .1619 .0937 .3546                                        
 C  236. 0 -.2196 .1065 -.0285 .1533 -.0854                                     
 C  151. 0 -.0987 .1065 -.1185 -.1013 -.0928                                    
 C  140. 0 -1.031 .9115 0 0 .9279                                               
 C  131. 0 -.0566 .0441 -.0567 -.0675 -.0727                                    
 c   287.00    -.022   -2.390     .442    1.08     .00    7.43  296.00          
 c   272.00     .681   -4.673     .541    -.66    1.15   -2.94  105.00          
 c   272.00     .410   -1.145     .447    1.10     .00    3.26  296.00          
 c   236.00     .654   -4.488     .541    -.66    1.15   -2.82  105.00          
 c   151.00    -.032   -2.722     .342    -.42    -.73   -6.78  241.00          
  GUY LOADING                                                                   
    90. 100. 0 0 0 56 .01    1 1   1.00   1.00   1.00                           
 SUPPRESS PRINTING                                                              
 0,1,1,1,4*0                                                                    
  Bare tower 100 mph wind at azimuth 180 deg                                    
  MAST LOADING                                                                  
 D  300. .0815 0 .081 -.0036 0 0                                                
 D  280 .0822 0 .0811 -.0036 0 -.0006                                           
 D  280 .0888 0 .0815 -.0038 -.0002 -.0032                                      
 D  260. .0979 0 .0822 -.0041 -.0002 -.0031                                     
 D  260. .0821 0 .0501 -.0041 -.0002 -.0032                                     
 D  160. .0774 0 .0506 -.0042 -.0002 -.0028                                     
 D  160. .0921 0 .0918 -.0042 -.0002 -.0027                                     
 D  120. .0974 0 .0933 -.0048 .0006 .0032                                       
 D  120. .0825 0 .061 -.0048 .0006 .0031                                        
 D  0 .0571 0 .061 -.0048 .0006 .0021                                           
 C  300. .0467 0 .0109 0 0 0                                                    
 C  287. .2125 0 .1285 .1904 -.0596 -.1093                                      
 C  280. 1.2568 0 .9115 0 0 0                                                   
 C  272. .3633 0 .235 .1619 .0937 .1299                                         
 C  236. .1479 0 .1065 -.0285 .1533 .1894                                       
 C  151. .2248 0 .1065 -.1185 -.1013 -.2766                                     
 C  140. 1.031 0 .9115 0 0 0                                                    
 C  131. .0566 0 .0441 -.0567 -.0675 -.0867                                     
 c   287.00    1.555     .309     .442    1.08     .00   -7.28  296.00          
 c   272.00    2.405   -1.179     .541    -.66    1.15    5.51  105.00          
 c   272.00    1.653    -.989     .447    1.10     .00     .41  296.00          
 c   236.00    2.310   -1.133     .541    -.66    1.15    5.29  105.00          
 c   151.00    3.443    4.148     .342    -.42    -.73     .43  241.00          
  GUY LOADING                                                                   
    180. 100. 0 0 0 56 .01    1 1   1.00   1.00   1.00                          

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 END OF FILE



 ELAPSED CPU TIME      0.63 SECONDS.

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