===============================================================================
 MAST 1.2 - Latticed Tower Analysis (Unguyed)          (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: 16:58:12
 ===============================================================================

  [DEMOSU1] - 150ft self-supporting tower analysis - October 2004               


 
 MAST GEOMETRY ( ft )                                                           
 ====================                                                           
                                                                                
 PANEL   NO.OF     ELEV.AT     ELEV.AT     F.W..AT     F.W..AT   TYPICAL        
  TYPE    LEGS      BOTTOM         TOP      BOTTOM         TOP     PANEL        
                                                                  HEIGHT        
                                                                                
     X       4      120.00      150.00        5.00        5.00      5.00
     X       4       60.00      120.00       11.00        5.00     10.00
     X       4        0.00       60.00       17.00       11.00     20.00
 
 MEMBER PROPERTIES                                                              
 =================                                                              
                                                                                
     MEMBER    BOTTOM       TOP   X-SECTN    RADIUS   ELASTIC   THERMAL         
       TYPE      ELEV      ELEV      AREA  OF GYRAT   MODULUS   EXPANSN         
                   ft        ft     in.sq        in       ksi      /deg         
                                                                                
         LE    120.00    150.00     1.704     0.000    29000. 0.0000000
         LE    100.00    120.00     3.016     0.000    29000. 0.0000000
         LE     80.00    100.00     4.407     0.000    29000. 0.0000000
         LE     60.00     80.00     5.581     0.000    29000. 0.0000000
         LE     20.00     60.00     8.399     0.000    29000. 0.0000000
         LE      0.00     20.00    11.908     0.000    29000. 0.0000000
         DI    120.00    150.00     0.621     0.000    29000. 0.0000000
         DI     60.00    120.00     0.799     0.000    29000. 0.0000000
         DI      0.00     60.00     2.228     0.000    29000. 0.0000000
         HO    125.00    150.00     1.242     0.000    29000. 0.0000000
         HO    100.00    120.00     0.969     0.000    29000. 0.0000000
         HO     70.00    100.00     0.844     0.000    29000. 0.0000000
         HO     40.00     60.00     1.805     0.000    29000. 0.0000000


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

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

 BARE - 100 mph wind AT AZIMUTH 0                                               


 
 MAST LOADING                                                                   
 ============                                                                   
                                                                                
 LOAD   ELEV  APPLY..LOAD..AT   LOAD  ......FORCES......  ......MOMENTS......   
 TYPE           RADIUS    AZI    AZI     HORIZ      DOWN  VERTICAL   TORSNAL    
          ft        ft                     kip       kip    ft-kip    ft-kip    
                                                                                
 C     128.0      9.00  225.0    0.0      0.32      0.06      0.00      0.00
 C     125.0      4.50   45.0    0.0      0.10      0.06      0.00      0.00
 C      90.0      4.50   45.0    0.0      0.04      0.03      0.00      0.00
 C      45.0      9.00  225.0    0.0      0.24      0.06      0.00      0.00
 C      32.0      3.18    0.0    0.0      0.13      0.13      0.00      0.00
 
 D     150.0      0.00    0.0    0.0      0.15      0.07      0.00     -0.02
 D      80.0      0.00    0.0    0.0      0.16      0.12      0.01      0.06
 D      80.0      0.00    0.0    0.0      0.18      0.14      0.01      0.07
 D       0.0      0.00    0.0    0.0      0.20      0.27      0.04      0.21
 
 ANTENNA LOADING                                                                
 ===============                                                                
                                                                                
 .......ANTENNA.......    ATTACHMENT     ...........ANTENNA FORCES..........    
 TYPE      ELEV    AZI    RAD    AZI     AXIAL     SHEAR   GRAVITY   TORSION    
             ft            ft              kip       kip       kip    ft-kip    
                                                                                
 STD      125.0   27.0    4.5   45.0      1.77      0.02      0.17      0.25
 HP        90.0   90.0    6.7   45.0     -0.01     -0.07      0.04     -0.02
 HP        32.0  300.0   11.0  315.0      0.72      0.29      0.28     -0.03
 HP        32.0   45.0   11.0   45.0      1.51     -0.38      0.45      0.46
 
 SUPPRESS PRINTING                                                              
 =================                                                              
                                                                                
            ...FOR THIS LOADING..     .........MAXIMUMS..........               
    LOADS   DISPL  MEMBER  FOUNDN     ALL   DISPL  MEMBER  FOUNDN               
    INPUT          FORCES   LOADS                  FORCES   LOADS               
                                                                                
                                                                                
      no      no      no      no      no      no      no      no                


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

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

 BARE - 100 mph wind AT AZIMUTH 90                                              


 
 MAST LOADING                                                                   
 ============                                                                   
                                                                                
 LOAD   ELEV  APPLY..LOAD..AT   LOAD  ......FORCES......  ......MOMENTS......   
 TYPE           RADIUS    AZI    AZI     HORIZ      DOWN  VERTICAL   TORSNAL    
          ft        ft                     kip       kip    ft-kip    ft-kip    
                                                                                
 C     128.0      9.00  225.0   90.0      0.32      0.06      0.00      0.02
 C     125.0      4.50   45.0   90.0      0.10      0.06      0.00      0.02
 C      90.0      4.50   45.0   90.0      0.04      0.03      0.00      0.02
 C      45.0      9.00  225.0   90.0      0.24      0.06      0.00      0.02
 C      32.0      3.18    0.0   90.0      0.13      0.13      0.00      0.02
 
 D     150.0      0.00    0.0   90.0      0.15      0.07      0.00      0.02
 D      80.0      0.00    0.0   90.0      0.16      0.12      0.01     -0.06
 D      80.0      0.00    0.0   90.0      0.18      0.14      0.01     -0.07
 D       0.0      0.00    0.0   90.0      0.20      0.27      0.04     -0.16
 
 ANTENNA LOADING                                                                
 ===============                                                                
                                                                                
 .......ANTENNA.......    ATTACHMENT     ...........ANTENNA FORCES..........    
 TYPE      ELEV    AZI    RAD    AZI     AXIAL     SHEAR   GRAVITY   TORSION    
             ft            ft              kip       kip       kip    ft-kip    
                                                                                
 STD      125.0   27.0    4.5   45.0      1.84      0.40      0.17     -0.54
 HP        90.0   90.0    6.7   45.0      0.14      0.00      0.04      0.00
 HP        32.0  300.0   11.0  315.0     -0.77      0.10      0.28      0.25
 HP        32.0   45.0   11.0   45.0      1.51      0.38      0.45     -0.46
 
 SUPPRESS PRINTING                                                              
 =================                                                              
                                                                                
            ...FOR THIS LOADING..     .........MAXIMUMS..........               
    LOADS   DISPL  MEMBER  FOUNDN     ALL   DISPL  MEMBER  FOUNDN               
    INPUT          FORCES   LOADS                  FORCES   LOADS               
                                                                                
                                                                                
      no     yes     yes     yes      no      no      no      no                


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

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

 BARE - 100 mph wind AT AZIMUTH 180                                             


 
 MAST LOADING                                                                   
 ============                                                                   
                                                                                
 LOAD   ELEV  APPLY..LOAD..AT   LOAD  ......FORCES......  ......MOMENTS......   
 TYPE           RADIUS    AZI    AZI     HORIZ      DOWN  VERTICAL   TORSNAL    
          ft        ft                     kip       kip    ft-kip    ft-kip    
                                                                                
 C     128.0      9.00  225.0  180.0      0.32      0.06      0.00      0.00
 C     125.0      4.50   45.0  180.0      0.10      0.06      0.00      0.00
 C      90.0      4.50   45.0  180.0      0.04      0.03      0.00      0.00
 C      45.0      9.00  225.0  180.0      0.24      0.06      0.00      0.00
 C      32.0      3.18    0.0  180.0      0.13      0.13      0.00      0.00
 
 D     150.0      0.00    0.0  180.0      0.15      0.07      0.00      0.02
 D      80.0      0.00    0.0  180.0      0.16      0.12      0.01     -0.06
 D      80.0      0.00    0.0  180.0      0.18      0.14      0.01     -0.07
 D       0.0      0.00    0.0  180.0      0.20      0.27      0.04     -0.21
 
 ANTENNA LOADING                                                                
 ===============                                                                
                                                                                
 .......ANTENNA.......    ATTACHMENT     ...........ANTENNA FORCES..........    
 TYPE      ELEV    AZI    RAD    AZI     AXIAL     SHEAR   GRAVITY   TORSION    
             ft            ft              kip       kip       kip    ft-kip    
                                                                                
 STD      125.0   27.0    4.5   45.0     -0.88      0.44      0.17      0.71
 HP        90.0   90.0    6.7   45.0     -0.01      0.07      0.04      0.02
 HP        32.0  300.0   11.0  315.0     -0.57     -0.30      0.28     -0.46
 HP        32.0   45.0   11.0   45.0     -1.30      0.29      0.45      0.88
 
 SUPPRESS PRINTING                                                              
 =================                                                              
                                                                                
            ...FOR THIS LOADING..     .........MAXIMUMS..........               
    LOADS   DISPL  MEMBER  FOUNDN     ALL   DISPL  MEMBER  FOUNDN               
    INPUT          FORCES   LOADS                  FORCES   LOADS               
                                                                                
                                                                                
      no     yes     yes     yes      no      no      no      no                




 ===============================================================================
 MAST 1.2 - Latticed Tower Analysis (Unguyed)          (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: 16:58:12
 ===============================================================================

  [DEMOSU1] - 150ft self-supporting tower analysis - October 2004               



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

 BARE - 100 mph wind AT AZIMUTH 0                                               


 
MAST DISPLACEMENTS:                                                             
===================                                                             
                                                                                
      ELEV     -----DEFLECTIONS (ft)----     --TILTS (DEG)--     TWIST          
        ft     NORTH      EAST      DOWN     NORTH      EAST       DEG          
                                                                                
     150.0    -0.350    -0.023     0.002    -0.245    -0.016    -0.006
     145.0    -0.328    -0.021     0.002    -0.245    -0.016    -0.006
     140.0    -0.307    -0.020     0.002    -0.244    -0.016    -0.006
     135.0    -0.285    -0.018     0.002    -0.241    -0.016    -0.006
     130.0    -0.264    -0.017     0.001    -0.236    -0.016    -0.006
     125.0    -0.243    -0.016     0.001    -0.226    -0.015    -0.005
     120.0    -0.223    -0.014     0.001    -0.211    -0.015    -0.004
     110.0    -0.185    -0.011     0.001    -0.193    -0.014     0.000
     100.0    -0.151    -0.009     0.001    -0.167    -0.012     0.001
      90.0    -0.121    -0.007     0.001    -0.147    -0.010     0.002
      80.0    -0.095    -0.005     0.001    -0.125    -0.008     0.003
      70.0    -0.072    -0.004     0.001    -0.104    -0.007     0.003
      60.0    -0.053    -0.003     0.001    -0.084    -0.005     0.003
      40.0    -0.025    -0.001     0.001    -0.054    -0.003     0.002
      20.0    -0.008     0.000     0.000    -0.022    -0.001     0.001
       0.0     0.000     0.000     0.000     0.000     0.000     0.000
 
ANTENNA AND REFLECTOR ROTATIONS                                                 
===============================                                                 
                                                                                
       ELEV       AZI  TYPE        ......BEAM DEFLECTIONS (deg)......           
         ft       deg     *        ROLL       YAW     PITCH     TOTAL           
                                                                                
      125.0      27.0  STD        0.116     0.005     0.195     0.117
       90.0      90.0  HP         0.147     0.002    -0.010     0.147
       32.0     300.0  HP        -0.034     0.002     0.022     0.034
       32.0      45.0  HP         0.031     0.002     0.027     0.031
 
                                                                                
   * EPR - Elliptical  Passive Reflector                                        
     RPR - Rectangular Passive Reflector                                        
     For antenna types description please see the manual                        
                                                                                
 
                                                                                
 FORCES IN MAST LEGS (kip)                                                      
 ========================                                                       
                                                                                
    LENGTH      ELEV  ..............LEG  AZIMUTHS...........                    
        ft        ft        45       135       225       315                    


               150.0  --------

      5.00        X       0.03     -0.11     -0.15      0.07


               145.0  --------

      5.00        X       0.23     -0.46     -0.65      0.42


               140.0  --------

      5.00        X       0.70     -1.09     -1.58      1.20


               135.0  --------

      5.00        X       1.34     -1.96     -2.94      2.38


               130.0  --------

      5.00        X       3.36     -3.28     -5.54      4.79


               125.0  --------

      5.00        X       5.47     -5.42     -8.06      6.76


               120.0  --------

     10.02        X       8.60     -8.70    -10.55      8.17


               110.0  --------

     10.02        X      13.93    -13.45    -15.15     11.35


               100.0  --------

     10.02        X      19.37    -18.67    -20.66     15.35


                90.0  --------

     10.02        X      23.76    -23.08    -25.31     18.89


                80.0  --------

     10.02        X      29.49    -29.12    -31.79     23.74


                70.0  --------

     10.02        X      33.77    -33.80    -36.72     27.52


                60.0  --------

     20.05        X      38.88    -38.68    -41.97     32.21


                40.0  --------

     20.05        X      50.88    -52.51    -56.55     42.98


                20.0  --------

     20.05        X      57.61    -61.87    -65.20     48.92


                 0.0  --------
 
                                                                                
 FORCES IN MAST DIAGONALS (kip)                                                 
 ==============================                                                 
                                                                                
    LENGTH      ELEV  .............FACE  AZIMUTHS...........                    
        ft        ft         0        90       180       270                    


               150.0  --------

      7.07        X       0.02      0.12      0.00     -0.15
                         -0.01     -0.13     -0.03      0.14


               145.0  --------

      7.07        X       0.09      0.36     -0.03     -0.45
                          0.00     -0.39     -0.12      0.42


               140.0  --------

      7.07        X       0.20      0.59     -0.09     -0.77
                          0.04     -0.65     -0.25      0.71


               135.0  --------

      7.07        X       0.43      0.85     -0.26     -1.09
                          0.19     -0.85     -0.50      1.01


               130.0  --------

      7.07        X      -0.28      0.57      0.42     -1.39
                         -0.72     -1.68      0.05      1.47


               125.0  --------

      7.07        X      -0.54      1.97      0.13     -1.92
                          0.17     -3.07     -0.37      1.90


               120.0  --------

     11.42        X       1.10      3.17     -1.42     -2.61
                          1.93     -3.13     -2.02      2.18


               110.0  --------

     11.94        X       1.61      2.99     -1.89     -2.82
                          2.17     -2.92     -2.39      2.24


               100.0  --------

     12.51        X       1.17      2.92     -1.36     -2.88
                          1.59     -2.88     -1.78      2.45


                90.0  --------

     13.13        X       1.50      3.01     -1.73     -3.06
                          1.84     -2.98     -2.06      2.55


                80.0  --------

     13.80        X      -0.17      3.06      0.11     -3.01
                          0.14     -3.09     -0.15      2.97


                70.0  --------

     14.51        X      -0.16      3.19      0.06     -3.23
                          0.15     -3.22     -0.11      3.20


                60.0  --------

     23.35        X       1.46      4.80     -2.33     -5.74
                          1.97     -5.49     -2.42      4.98


                40.0  --------

     24.43        X      -2.53      5.61      1.66     -6.26
                         -1.60     -6.61      1.80      6.27


                20.0  --------

     25.63        X       0.63      6.61     -1.64     -7.09
                          1.76     -6.78     -1.33      6.51


                 0.0  --------
 
                                                                                
 FORCES IN MAST HORIZONTALS (kip)                                               
 ================================                                               
                                                                                
    LENGTH      ELEV  .............FACE  AZIMUTHS...........                    
        ft        ft         0        90       180       270                    


      5.00    150.00      0.00      0.00      0.01      0.00
                 X


      5.00    145.00     -0.03      0.01      0.06      0.01
                 X


      5.00    140.00     -0.11      0.03      0.17      0.03
                 X


      5.00    135.00     -0.31      0.02      0.39      0.05
                 X


      5.00    130.00      0.09      0.43      0.12      0.04
                 X


      5.00    125.00     -0.01      0.00      0.01      0.00
                 X


      5.00    120.00     -0.29      0.37      0.55      0.06
                 X


      6.00    110.00     -1.78     -0.04      2.00      0.25
                 X


      7.00    100.00     -1.85     -0.04      2.07      0.27
                 X


      8.00     90.00     -1.93     -0.09      2.17      0.28
                 X


      9.00     80.00     -1.02     -0.01      1.15      0.15
                 X


     10.00     70.00     -0.01      0.00      0.01      0.00
                 X


     11.00     60.00     -0.99      0.17      1.31      0.21
                 X


     13.00     40.00     -0.02      0.00      0.02      0.00
                 X


     15.00     20.00     -0.01      0.00      0.01      0.00
                 X
 
                                                                                
 FORCES IN HORIZONTAL BRACING (kip)                                             
 ==================================                                             
                                                                                
    LENGTH      ELEV  ..............LEG  AZIMUTHS...........                    
        ft        ft        45       135       225       315                    


      7.07    150.00      0.00     -0.01      0.01      0.00
                 X


      7.07    145.00      0.00     -0.02      0.02      0.00
                 X


      7.07    140.00      0.00     -0.03      0.03      0.00
                 X


      7.07    135.00      0.00     -0.04      0.04      0.00
                 X


      7.07    130.00      0.00     -0.05      0.05      0.00
                 X


      7.07    125.00      0.00     -0.06      0.05      0.00
                 X


      7.07    120.00      0.00     -0.06      0.06      0.00
                 X


      8.49    110.00      0.00     -0.04      0.04      0.00
                 X


      9.90    100.00      0.00     -0.03      0.03      0.00
                 X


     11.31     90.00      0.00     -0.02      0.02      0.00
                 X


     12.73     80.00      0.00     -0.01      0.01      0.00
                 X


     14.14     70.00      0.00     -0.01      0.01      0.00
                 X


     15.56     60.00      0.00     -0.01      0.01      0.00
                 X


     18.38     40.00      0.00      0.00      0.00      0.00
                 X


     21.21     20.00      0.00      0.00      0.00      0.00
                 X
 
                                                                                
 INDIVIDUAL FOUNDATION LOADS: (kip)                                             
 ==================================                                             
                                                                                
 LEG AZI     ----LOAD---COMPONENTS----     TOTAL                                
   (DEG)     NORTH      EAST      DOWN     SHEAR                                
                                                                                
    45.0     -7.52     -4.26    -63.36      8.65
   135.0     -7.84      4.40     68.93      8.99
   225.0     -8.25     -4.33     72.26      9.32
   315.0     -7.05      3.06    -53.73      7.68
 
                                                                                
 TOTAL LOADS ON FOUNDATION : (kip & kip-ft)                                     
 ==========================================                                     
                                                                                
   ------HORIZONTAL-----    DOWN       ---------OVERTURNING--------- TORSION    
   NORTH    EAST   TOTAL               NORTH        EAST       TOTAL            
                 @ 182.1                                     @ 182.9

   -30.7    -1.1    30.7    24.1     -2195.4      -110.2      2198.1    10.2


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

 BARE - 100 mph wind AT AZIMUTH 90                                              




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

 BARE - 100 mph wind AT AZIMUTH 180                                             






 ===============================================================================
 MAST 1.2 - Latticed Tower Analysis (Unguyed)          (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: 16:58:12
 ===============================================================================

 
                                                                                
MAXIMUM MAST DISPLACEMENTS:                                                     
===========================                                                     
                                                                                
      ELEV     ------DEFLECTIONS (ft)-----      --TILTS (DEG)---      TWIST     
        ft     NORTH       EAST       DOWN      NORTH       EAST        DEG     
                                                                                
     150.0    -0.350 A   -0.341 B    0.002 C   -0.245 A   -0.239 B    0.015 C 
     145.0    -0.328 A   -0.320 B    0.002 C   -0.245 A   -0.239 B    0.015 C 
     140.0    -0.307 A   -0.299 B    0.002 C   -0.244 A   -0.238 B    0.015 C 
     135.0    -0.285 A   -0.278 B    0.002 C   -0.241 A   -0.235 B    0.015 C 
     130.0    -0.264 A   -0.257 B    0.002 C   -0.236 A   -0.230 B    0.015 C 
     125.0    -0.243 A   -0.237 B    0.002 C   -0.226 A   -0.220 B    0.014 C 
     120.0    -0.223 A   -0.217 B    0.002 C   -0.211 A   -0.205 B    0.011 C 
     110.0    -0.185 A   -0.180 B    0.001 C   -0.193 A   -0.187 B   -0.006 B 
     100.0    -0.151 A   -0.147 B    0.001 C   -0.167 A   -0.162 B   -0.005 B 
      90.0    -0.121 A   -0.118 B    0.001 C   -0.147 A   -0.143 B   -0.004 B 
      80.0    -0.095 A   -0.093 B    0.001 C   -0.125 A   -0.121 B   -0.004 B 
      70.0    -0.072 A   -0.071 B    0.001 C   -0.104 A   -0.101 B   -0.003 B 
      60.0    -0.053 A   -0.052 B    0.001 C   -0.084 A   -0.082 B    0.003 A 
      40.0    -0.025 A   -0.025 B    0.001 C   -0.054 A   -0.053 B    0.002 A 
      20.0    -0.008 A   -0.008 B    0.000 C   -0.022 A   -0.021 B    0.001 A 
       0.0     0.000 A    0.000 A    0.000 A    0.000 A    0.000 A    0.000 A 
 
                                                                                
MAXIMUM ANTENNA AND REFLECTOR ROTATIONS                                         
=======================================                                         
                                                                                
      ELEV       AZI  TYPE         ........BEAM DEFLECTIONS (deg).......        
        ft       deg     *         ROLL        YAW      PITCH      TOTAL        
                                                                                
     125.0      27.0  STD         0.208 B    0.014 C    0.195 A    0.208 B 
      90.0      90.0  HP          0.147 A    0.004 B   -0.143 B    0.147 A 
      32.0     300.0  HP         -0.034 A    0.002 A    0.037 B    0.034 A 
      32.0      45.0  HP          0.031 B    0.002 A   -0.028 C    0.031 B 
 
                                                                                
 MAXIMUM TENSION IN MAST MEMBERS (kip)                                          
 =====================================                                          
                                                                                
      ELEV      LEGS         DIAG        HORIZ        BRACE                     
        ft                                                                      
                                                                                
     150.0  ---------------------         0.01 B       0.01 B 
                0.07 B       0.14 B 
     145.0  ---------------------         0.06 B       0.03 B 
                0.43 B       0.42 B 
     140.0  ---------------------         0.17 C       0.04 B 
                1.22 B       0.72 B 
     135.0  ---------------------         0.39 A       0.05 B 
                2.42 B       1.02 B 
     130.0  ---------------------         0.43 A       0.06 B 
                5.01 B       1.60 C 
     125.0  ---------------------         0.01 A       0.06 B 
                6.76 A       2.59 C 
     120.0  ---------------------         0.57 C       0.07 B 
                8.72 B       3.17 A 
     110.0  ---------------------         2.00 A       0.05 B 
               14.22 B       2.99 A 
     100.0  ---------------------         2.07 A       0.03 B 
               19.78 B       2.92 A 
      90.0  ---------------------         2.17 A       0.03 B 
               24.26 B       3.01 A 
      80.0  ---------------------         1.15 A       0.02 B 
               30.13 B       3.06 A 
      70.0  ---------------------         0.01 A       0.01 B 
               34.49 B       3.23 B 
      60.0  ---------------------         1.31 A       0.01 B 
               39.40 B       5.12 C 
      40.0  ---------------------         0.02 C       0.01 B 
               51.93 B       6.34 C 
      20.0  ---------------------         0.01 A       0.00 B 
               60.08 B       7.17 B 
       0.0  ---------------------         0.00 A       0.00 A 




 
                                                                                
 MAXIMUM COMPRESSION IN MAST MEMBERS (kip)                                      
 =========================================                                      
                                                                                
      ELEV      LEGS         DIAG        HORIZ        BRACE                     
        ft                                                                      
                                                                                
     150.0  ---------------------         0.00 A      -0.01 B 
               -0.15 B      -0.15 B 
     145.0  ---------------------        -0.03 B      -0.03 B 
               -0.65 B      -0.46 B 
     140.0  ---------------------        -0.11 C      -0.04 B 
               -1.60 B      -0.77 B 
     135.0  ---------------------        -0.32 B      -0.05 B 
               -2.98 B      -1.11 B 
     130.0  ---------------------        -0.25 C      -0.06 B 
               -5.64 B      -1.68 A 
     125.0  ---------------------        -0.01 B      -0.07 B 
               -8.23 B      -3.07 A 
     120.0  ---------------------        -0.51 C      -0.07 B 
              -10.80 B      -3.13 A 
     110.0  ---------------------        -1.78 A      -0.05 B 
              -15.54 B      -2.98 B 
     100.0  ---------------------        -1.85 A      -0.03 B 
              -21.20 B      -3.01 B 
      90.0  ---------------------        -1.93 A      -0.02 B 
              -25.97 B      -3.21 B 
      80.0  ---------------------        -1.02 A      -0.02 B 
              -32.61 B      -3.09 A 
      70.0  ---------------------        -0.01 A      -0.01 B 
              -37.65 B      -3.26 B 
      60.0  ---------------------        -1.10 C      -0.01 B 
              -43.18 B      -5.74 A 
      40.0  ---------------------        -0.02 A       0.00 B 
              -57.70 B      -6.71 B 
      20.0  ---------------------        -0.01 A       0.00 B 
              -65.33 B      -7.13 B 
       0.0  ---------------------         0.00 A       0.00 A 




 
                                                                                
 MAXIMUM INDIVIDUAL FOUNDATION LOADS: (kip)                                     
 ==========================================                                     
                                                                                
     --------------LOAD---COMPONENTS-------------        TOTAL                  
     NORTH         EAST         DOWN       UPLIFT        SHEAR                  
                                                                                
     -8.25 A      -8.02 B      72.26 A     -66.57 B       9.32 A 
 
                                                                                
 MAXIMUM TOTAL LOADS ON FOUNDATION : (kip & kip-ft)                             
 ==================================================                             
                                                                                
   ------HORIZONTAL-----    DOWN       ---------OVERTURNING--------- TORSION    
   NORTH    EAST   TOTAL               NORTH        EAST       TOTAL            
                 @ 182.1                                     @ 182.9

   -30.7   -30.5    30.7    24.1     -2195.4     -2161.8      2198.1    10.2
      A       B       A       B           A           B           A       A 


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 ORIGINAL DATA FILE : 

c:\Documents and Settings\sean\My Documents\Projects\Website\samples\working\de

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  [DEMOSU1] - 150ft self-supporting tower analysis - October 2004               
  MAST GEOMETRY                                                                 
  X 4 .0 60.0 17.0 11.0 20.0                                                    
  ,, 60.0 120.0 11.0 5.0 10.0                                                   
  ,, 120.0 150.0 5.0 5.0 5.0                                                    
  MEMBER PROPERTIES                                                             
  LE .0 20.0 11.908, 0, 29000, 0                                                
  , 20.0 60.0 8.399                                                             
  , 60.0 80.0 5.581                                                             
  , 80.0 100.0 4.407                                                            
  , 100.0 120.0 3.016                                                           
  , 120.0 150.0 1.704                                                           
  DI, .0 60.0 2.228                                                             
  , 60.0 120.0 .799                                                             
  , 120.0 150.0 .621                                                            
  HO, 40.0 60.0 1.805                                                           
  , 70.0 100.0 .844                                                             
  , 100.0 120.0 .969                                                            
  , 125.0 150.0 1.242                                                           
  BARE - 100 mph wind AT AZIMUTH 0                                              
  MAST LOADING                                                                  
 D 0 0 0 0 .2008 .2669 .0446 .213                                               
 ,80,,,, .1798 .137 .0141 .0737                                                 
 ,,,,, .1626 .121 .0108 .0572                                                   
 , 150.,,,, .1525 .0693 .0023 -.0166                                            
 C 32. 3.182 0,, .1332 .1296 0 0                                                
 , 45. 9. 225.,, .2403 .0592                                                    
 , 90. 4.5 45,, .0374 .0324                                                     
 , 125.,,,, .0974 .0648                                                         
 , 128. 9. 225.,, .3171 .0579                                                   
  ANTENNA LOADING                                                               
 STD     125.00   27.00    4.50   45.00    1.775     .016     .168     .25      
 HP       90.00   90.00    6.70   45.00    -.015    -.069     .043    -.02      
 HP       32.00   45.00   11.00   45.00    1.512    -.376     .447     .46      
 HP       32.00  300.00   11.00  315.00     .717     .287     .281    -.03      
 SUPPRESS PRINTING                                                              
 8*0                                                                            
  BARE - 100 mph wind AT AZIMUTH 90                                             
  MAST LOADING                                                                  
 D 0 0 0 90 .2008 .2669 .0446 -.1618                                            
 , 80,,,, .1798 .137 .0141 -.0737                                               
 ,,,,, .1626 .121 .0108 -.0572                                                  
 , 150,,,, .1525 .0693 .0023 .0166                                              
 C 32. 3.182,,, .1332 .1296                                                     
 , 45. 9. 225.,, .2403 .0592                                                    
 , 90., 4.5, 45,, .0374 .0324                                                   
 , 125.,,,, .0974 .0648                                                         
 , 128. 9. 225.,, .3171 .0579                                                   
  ANTENNA LOADING                                                               
 STD     125.00   27.00    4.50   45.00    1.837     .404     .168    -.54      
 HP       90.00   90.00    6.70   45.00     .145     .000     .043     .00      
 HP       32.00   45.00   11.00   45.00    1.512     .376     .447    -.46      
 HP       32.00  300.00   11.00  315.00    -.769     .098     .281     .25      
 suppress printing                                                              
 0,1,1,1,4*0                                                                    
  BARE - 100 mph wind AT AZIMUTH 180                                            
  MAST LOADING                                                                  
 D 0 0 0 180. .2008 .2669 .0446 -.213                                           
 , 80.,,,, .1798 .137 .0141 -.0737                                              
 ,,,,, .1626 .121 .0108 -.0572                                                  
 , 150.,,,, .1525 .0693 .0023 .0166                                             
 C  32. 3.182 0,, .1332 .1296 0 0                                               
 , 45. 9. 225.,, .2403 .0592                                                    
 , 90. 4.5 45.,, .0374 .0324                                                    
 , 125.,,,, .0974 .0648                                                         
 , 128. 9. 225.,, .3171 .0579                                                   
  ANTENNA LOADING                                                               
 STD     125.00   27.00    4.50   45.00    -.879     .439     .168     .71      
 HP       90.00   90.00    6.70   45.00    -.015     .069     .043     .02      
 HP       32.00   45.00   11.00   45.00   -1.302     .295     .447     .88      
 HP       32.00  300.00   11.00  315.00    -.573    -.302     .281    -.46      
                                                                                

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 ELAPSED CPU TIME      0.17 SECONDS.

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