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       RISATower                                          60-ft ARE Monopole - Evance 5kW                                       1 of 23              RISATower                                                         60-ft ARE Monopole - Evance 5kW                                                                2 of 23
                                        Project                                                                       Date                                                                        Project                                                                                                   Date
           Tower Engineering                                                                                                                            Tower Engineering
             Professionals                                           TEP # 110005.09                                   13:12:42 04/14/11                  Professionals                                                               TEP # 110005.09                                                        13:12:42 04/14/11
             3703 Junction Blvd.                                                                                                                          3703 Junction Blvd.
            Raleigh, NC 27603           Client                                                                        Designed by                        Raleigh, NC 27603                        Client                                                                                                    Designed by
           Phone: (919) 661-6351                        American Resource and Energy (ARE)                                   Lukas Burgher
                                                                                                                                                        Phone: (919) 661-6351                                         American Resource and Energy (ARE)                                                           Lukas Burgher
            FAX: (919) 661-6350                                                                                                                          FAX: (919) 661-6350



                                                                                                                                              Section        Elevation            Section            Splice         Number           Top          Bottom            Wall             Bend              Pole Grade
                                                                                                                                                                                  Length             Length            of          Diameter      Diameter         Thickness         Radius
                                                                                                                                                                 ft                  ft                ft            Sides            in            in               in               in
                                                           Tower Input Data                                                                     L3          32.06-15.77            19.03              3.26            12           14.3004       20.0433           0.1969           0.7874              A572-65
                                                                                                                                                                                                                                                                                                        (65 ksi)
                                                                                                                                                L4           15.77-0.00           19.03                                12          18.6665          24.4094        0.2362           0.9449              A572-65
                                                                                                                                                                                                                                                                                                        (65 ksi)
There is a pole section.
This tower is designed using the TIA-222-G standard.
The following design criteria apply:
              Basic wind speed of 120 mph.
              Structure Class II.                                                                                                                                                                             Tapered Pole Properties
              Exposure Category C.
              Topographic Category 1.                                                                                                         Section       Tip Dia.           Area          I                 r               C           I/C                J             It/Q                  w           w/t
              Crest Height 0.00 ft.                                                                                                                            in               in2         in4               in               in          in3               in4             in2                  in
              Nominal ice thickness of 1.0000 in.                                                                                               L1          7.7442            4.6167     31.2600           2.6075           3.8748       8.0675           63.3412          2.2722              1.4772        7.504
                                                                                                                                                            11.2536           6.7653     98.3710           3.8210           5.6307      17.4704           199.3264         3.3297              2.3856       12.119
              Ice thickness is considered to increase with height.                                                                              L2          10.8451           6.0728     71.1489           3.4299           5.0648      14.0478           144.1670         2.9888              2.0928       10.632
              Ice density of 56 pcf.                                                                                                                        16.0672           9.7125     291.0690          5.4856           8.0392      36.2062           589.7846         4.7802              3.6317       18.449
              A wind speed of 60 mph is used in combination with ice.                                                                           L3          15.6597           8.9397     226.9692          5.0491           7.4076      30.6399           459.9012         4.3998              3.3050       16.789
              Temperature drop of 50 °F.                                                                                                                    20.7504          12.5798     632.4493          7.1050           10.3824     60.9154          1281.5138         6.1914              4.8440       24.608
                                                                                                                                                L4          20.3429          14.0186     607.7922          6.5980           9.6693      62.8582          1231.5519         6.8995              4.3696       18.498
              Deflections calculated using a wind speed of 60 mph.                                                                                          25.2705          18.3868    1371.3864          8.6540           12.6441     108.4608         2778.8007         9.0494              5.9086       25.013
              Tower geometry and turbine loading reference: Dwg by A.R.E. Quotation #: W09014, Dated 3-31-2011, Version: G,
              Description: 60' 5kW wind pole.
                                                                                                                                                 Tower             Gusset           Gusset          Gusset Grade Adjust. Factor               Adjust.         Weight Mult. Double Angle Double Angle
              A non-linear (P-delta) analysis was used.                                                                                         Elevation           Area           Thickness                           Af                     Factor                        Stitch Bolt  Stitch Bolt
              Pressures are calculated at each section.                                                                                                          (per face)                                                                     Ar                           Spacing      Spacing
              Stress ratio used in pole design is 1.                                                                                                                                                                                                                        Diagonals    Horizontals
              Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.                         ft                  ft2             in                                                                                        in           in
                                                                                                                                             L1 60.00-48.78                                                                   1                 1                  1
                                                                                                                                             L2 48.78-32.06                                                                   1                 1                  1
                                                                   Options                                                                   L3 32.06-15.77                                                                   1                 1                  1
                                                                                                                                             L4 15.77-0.00                                                                    1                 1                  1
  Consider Moments - Legs                       Distribute Leg Loads As Uniform           Treat Feedline Bundles As Cylinder
  Consider Moments - Horizontals                Assume Legs Pinned                        Use ASCE 10 X-Brace Ly Rules
  Consider Moments - Diagonals                √ Assume Rigid Index Plate                  Calculate Redundant Bracing Forces
  Use Moment Magnification                    √ Use Clear Spans For Wind Area             Ignore Redundant Members in FEA
√ Use Code Stress Ratios                        Use Clear Spans For KL/r                  SR Leg Bolts Resist Compression                                Force Couples At Top Of Tower Evance 5kW Wind Turbine Moment
√ Use Code Safety Factors - Guys                Retension Guys To Initial Tension         All Leg Panels Have Same Allowable
  Escalate Ice                                √ Bypass Mast Stability Checks              Offset Girt At Foundation                                     Description                            Shear                    Vertical                    Moment                    Torque
  Always Use Max Kz                           √ Use Azimuth Dish Coefficients           √ Consider Feedline Torque
  Use Special Wind Profile                    √ Project Wind Area of Appurt.              Include Angle Block Shear Check                                                                          lb                        lb                       lb-ft                       lb-ft
  Include Bolts In Member Capacity              Autocalc Torque Arm Areas                                  Poles                                         No Ice                                   0.00                      0.00                    1254.00                       0.00
  Leg Bolts Are At Top Of Section               SR Members Have Cut Ends                √ Include Shear-Torsion Interaction                              With Ice                                 0.00                      0.00                    1254.00                       0.00
  Secondary Horizontal Braces Leg               Sort Capacity Reports By Component        Always Use Sub-Critical Flow
  Use Diamond Inner Bracing (4 Sided)           Triangulate Diamond Inner Bracing         Use Top Mounted Sockets
  Add IBC .6D+W Combination
                                                                                                                                                                                                                      User Defined Loads
                                                                                                                                                        Description                    Elevation          Offset       Azimuth                       Weight           Fx                  Fz          Wind Force      CA AC
                                              Tapered Pole Section Geometry                                                                                                                               From
                                                                                                                                                                                                         Centroid
                                                                                                                                                                                                                        Angle

                                                                                                                                                                                            ft              ft              °                           lb            lb                  lb             lb            ft2
 Section      Elevation       Section     Splice       Number      Top        Bottom      Wall        Bend      Pole Grade                     Evance 5kW Wind Turbine                    60.00                0.00         0.0000 No Ice                717.00            0.00                0.00      1533.00          35.01
                              Length      Length          of     Diameter    Diameter   Thickness    Radius                                                                                                                          Ice                 896.25            0.00                0.00      1786.00        163.16
                  ft             ft         ft          Sides       in          in         in          in                                                                                                                          Service               717.00            0.00                0.00      1553.00        158.57
  L1         60.00-48.78       11.22       2.31          12       7.4803     10.8701     0.1969      0.7874       A572-65
                                                                                                                  (65 ksi)
  L2         48.78-32.06       19.03          2.74        12       9.7775     15.5197    0.1969      0.7874       A572-65
                                                                                                                  (65 ksi)
                                                 Job                                                                                  Page                                                                      Job                                                                                                  Page
       RISATower                                                       60-ft ARE Monopole - Evance 5kW                                           3 of 23                 RISATower                                                   60-ft ARE Monopole - Evance 5kW                                                           4 of 23
                                                 Project                                                                              Date                                                                      Project                                                                                          Date
         Tower Engineering                                                                                                                                               Tower Engineering
           Professionals                                                              TEP # 110005.09                                  13:12:42 04/14/11                   Professionals                                                            TEP # 110005.09                                                  13:12:42 04/14/11
            3703 Junction Blvd.                                                                                                                                            3703 Junction Blvd.
           Raleigh, NC 27603                     Client                                                                               Designed by                         Raleigh, NC 27603                     Client                                                                                               Designed by
          Phone: (919) 661-6351                                    American Resource and Energy (ARE)                                     Lukas Burgher
                                                                                                                                                                         Phone: (919) 661-6351                                   American Resource and Energy (ARE)                                                    Lukas Burgher
           FAX: (919) 661-6350                                                                                                                                            FAX: (919) 661-6350



                                                                                                                                                                 Section           z           KZ         qz          AG         F        AF               AR         Aleg           Leg          CA AA          CA AA
                                                               Tower Pressures - No Ice                                                                         Elevation                                                        a                                                    %            In            Out
                                                                                                                                                                                                                                 c                                                                Face           Face
                                                                                     GH = 1.100                                                                     ft             ft                     psf          ft2       e        ft2              ft2        ft2                          ft2            ft2
                                                                                                                                                                                                                                 B          0.000          18.744                    100.00          0.000          0.000
   Section          z             KZ       qz            AG        F        AF             AR        Aleg       Leg       CA AA       CA AA                                                                                      C          0.000          18.744                    100.00          0.000          0.000
  Elevation                                                        a                                             %         In         Out                     L3 32.06-15.77        23.54      0.933            7     24.718     A          0.000          24.718     24.718         100.00          0.000          0.000
                                                                   c                                                      Face        Face                                                                                       B          0.000          24.718                    100.00          0.000          0.000
      ft            ft                     psf            ft2      e        ft2            ft2        ft2                  ft2         ft2                                                                                       C          0.000          24.718                    100.00          0.000          0.000
                                                                                                                                                               L4 15.77-0.00            7.60    0.85            7     29.972     A          0.000          29.972     29.972         100.00          0.000          0.000
L1 60.00-48.78       54.04        1.112      39           8.882    A          0.000          8.882      8.882   100.00       0.000       0.000
                                                                                                                                                                                                                                 B          0.000          29.972                    100.00          0.000          0.000
                                                                   B          0.000          8.882              100.00       0.000       0.000
                                                                                                                                                                                                                                 C          0.000          29.972                    100.00          0.000          0.000
                                                                   C          0.000          8.882              100.00       0.000       0.000
L2 48.78-32.06       39.88        1.043      37          18.744    A          0.000        18.744     18.744    100.00       0.000       0.000
                                                                   B          0.000        18.744               100.00       0.000       0.000
                                                                   C          0.000        18.744               100.00       0.000       0.000
L3 32.06-15.77       23.54        0.933      33          24.718    A          0.000        24.718     24.718    100.00       0.000       0.000                                                      Tower Forces - No Ice - Wind Normal To Face
                                                                   B          0.000        24.718               100.00       0.000       0.000
                                                                   C          0.000        24.718               100.00       0.000       0.000                   Section         Add            Self           F         e       CF        qz         DF        DR           AE               F              w         Ctrl.
 L4 15.77-0.00            7.60     0.85      30          29.972    A          0.000        29.972     29.972    100.00       0.000       0.000                  Elevation       Weight         Weight          a                                                                                                       Face
                                                                   B          0.000        29.972               100.00       0.000       0.000                                                                 c                           psf
                                                                   C          0.000        29.972               100.00       0.000       0.000                      ft            lb             lb            e                                                         ft2                  lb             plf
                                                                                                                                                                         L1            0.00      217.29        A             1        1        39          1      1        8.882               380.43        33.90      C
                                                                                                                                                                60.00-48.78                                    B             1        1                    1      1        8.882
                                                                                                                                                                                                               C             1        1                    1      1        8.882
                                                               Tower Pressure - With Ice                                                                                 L2            0.00      511.07        A             1        1        37          1      1      18.744                753.08        45.05      C
                                                                                                                                                                48.78-32.06                                    B             1        1                    1      1      18.744
                                                                                     GH = 1.100                                                                                                                C             1        1                    1      1      18.744
                                                                                                                                                                         L3            0.00      696.72        A             1        1        33          1      1      24.718                888.75        54.55      C
                                                                                                                                                                32.06-15.77                                    B             1        1                    1      1      24.718
    Section          z             KZ       qz            tZ           AG        F        AF         AR         Aleg      Leg        CA AA        CA AA                                                        C             1        1                    1      1      24.718
   Elevation                                                                     a                                         %          In          Out         L4 15.77-0.00            0.00     1049.07        A             1        1        30          1      1      29.972                981.41        62.23      C
                                                                                 c                                                   Face         Face                                                         B             1        1                    1      1      29.972
       ft            ft                    psf             in           ft2      e        ft2        ft2        ft2                   ft2          ft2                                                         C             1        1                    1      1      29.972
 L1 60.00-48.78           54.04    1.112         10       2.1011       12.812    A           0.000    12.812     12.812   100.00        0.000         0.000    Sum Weight:             0.00     2474.15                                                         OTM    78971.38               3003.66
                                                                                 B           0.000    12.812              100.00        0.000         0.000                                                                                                                  lb-ft
                                                                                 C           0.000    12.812              100.00        0.000         0.000
 L2 48.78-32.06           39.88    1.043             9    2.0382       24.598    A           0.000    24.598     24.598   100.00        0.000         0.000
                                                                                 B           0.000    24.598              100.00        0.000         0.000
                                                                                 C           0.000    24.598              100.00        0.000         0.000
 L3 32.06-15.77           23.54    0.933             8    1.9335       30.253    A           0.000    30.253     30.253   100.00        0.000         0.000
                                                                                 B           0.000    30.253              100.00        0.000         0.000
                                                                                 C           0.000    30.253              100.00        0.000         0.000                                               Tower Forces - No Ice - Wind 60 To Face
  L4 15.77-0.00            7.60     0.85             7    1.7269       35.054    A           0.000    35.054     35.054   100.00        0.000         0.000
                                                                                 B           0.000    35.054              100.00        0.000         0.000      Section         Add            Self           F         e       CF        qz         DF        DR           AE               F              w         Ctrl.
                                                                                 C           0.000    35.054              100.00        0.000         0.000     Elevation       Weight         Weight          a                                                                                                       Face
                                                                                                                                                                                                               c                           psf
                                                                                                                                                                                                                                                                              2
                                                                                                                                                                    ft            lb             lb            e                                                         ft                   lb             plf
                                                                                                                                                                         L1            0.00      217.29        A             1        1        39          1      1        8.882               380.43        33.90      C
                                                                                                                                                                60.00-48.78                                    B             1        1                    1      1        8.882
                                                               Tower Pressure - Service                                                                                                                        C             1        1                    1      1        8.882
                                                                                                                                                                         L2            0.00      511.07        A             1        1        37          1      1      18.744                753.08        45.05      C
                                                                                                                                                                48.78-32.06                                    B             1        1                    1      1      18.744
                                                                                     GH = 1.100                                                                                                                C             1        1                    1      1      18.744
                                                                                                                                                                         L3            0.00      696.72        A             1        1        33          1      1      24.718                888.75        54.55      C
   Section          z             KZ       qz            AG        F        AF             AR        Aleg       Leg       CA AA       CA AA                     32.06-15.77                                    B             1        1                    1      1      24.718
  Elevation                                                        a                                             %         In         Out                                                                      C             1        1                    1      1      24.718
                                                                   c                                                      Face        Face                    L4 15.77-0.00            0.00     1049.07        A             1        1        30          1      1      29.972                981.41        62.23      C
      ft            ft                     psf            ft2      e        ft2            ft2        ft2                  ft2         ft2                                                                     B             1        1                    1      1      29.972
L1 60.00-48.78       54.04        1.112          9        8.882    A          0.000          8.882      8.882   100.00       0.000       0.000                                                                 C             1        1                    1      1      29.972
                                                                   B          0.000          8.882              100.00       0.000       0.000                 Sum Weight:             0.00     2474.15                                                         OTM    78971.38               3003.66
                                                                   C          0.000          8.882              100.00       0.000       0.000                                                                                                                              lb-ft
L2 48.78-32.06       39.88        1.043          8       18.744    A          0.000        18.744     18.744    100.00       0.000       0.000
                                            Job                                                                                  Page                                                           Job                                                                                       Page
          RISATower                                           60-ft ARE Monopole - Evance 5kW                                              5 of 23             RISATower                                           60-ft ARE Monopole - Evance 5kW                                                  6 of 23
                                            Project                                                                            Date                                                             Project                                                                               Date
          Tower Engineering                                                                                                                                    Tower Engineering
            Professionals                                                       TEP # 110005.09                                  13:12:42 04/14/11               Professionals                                                     TEP # 110005.09                                        13:12:42 04/14/11
            3703 Junction Blvd.                                                                                                                                  3703 Junction Blvd.
           Raleigh, NC 27603                Client                                                                               Designed by                    Raleigh, NC 27603               Client                                                                                    Designed by
          Phone: (919) 661-6351                              American Resource and Energy (ARE)                                    Lukas Burgher
                                                                                                                                                               Phone: (919) 661-6351                             American Resource and Energy (ARE)                                         Lukas Burgher
           FAX: (919) 661-6350                                                                                                                                  FAX: (919) 661-6350



                                                                                                                                                       Section          Add           Self      F        e       CF      qz          DF       DR         AE          F            w         Ctrl.
                                                                                                                                                      Elevation        Weight        Weight     a                                                                                           Face
                                                                                                                                                                                                c                        psf
                                                                                                                                                          ft             lb            lb       e                                                        ft2         lb           plf
                                           Tower Forces - No Ice - Wind 90 To Face                                                                             L1             0.00     550.21   A            1     1.2     10             1     1        12.812       164.62      14.67      C
                                                                                                                                                      60.00-48.78                               B            1     1.2                    1     1        12.812
                                                                                                                                                                                                C            1     1.2                    1     1        12.812
  Section         Add           Self        F        e       CF       qz          DF       DR      AE          F         w         Ctrl.                       L2             0.00   1152.56    A            1     1.2         9          1     1        24.598       296.48      17.74      C
 Elevation       Weight        Weight       a                                                                                      Face               48.78-32.06                               B            1     1.2                    1     1        24.598
                                            c                         psf                                                                                                                       C            1     1.2                    1     1        24.598
     ft            lb             lb        e                                                      ft2         lb        plf                                   L3             0.00   1466.71    A            1     1.2         8          1     1        30.253       326.33      20.03      C
          L1            0.00      217.29    A            1        1     39             1     1       8.882      380.43   33.90        C               32.06-15.77                               B            1     1.2                    1     1        30.253
 60.00-48.78                                B            1        1                    1     1       8.882                                                                                      C            1     1.2                    1     1        30.253
                                            C            1        1                    1     1       8.882                                           L4 15.77-0.00            0.00   1859.21    A            1     1.2         7          1     1        35.054       344.34      21.84      C
          L2            0.00      511.07    A            1        1     37             1     1     18.744       753.08   45.05        C                                                         B            1     1.2                    1     1        35.054
 48.78-32.06                                B            1        1                    1     1     18.744                                                                                       C            1     1.2                    1     1        35.054
                                            C            1        1                    1     1     18.744                                            Sum Weight:              0.00   5028.69                                                  OTM      31018.54      1131.77
          L3            0.00      696.72    A            1        1     33             1     1     24.718       888.75   54.55        C                                                                                                                      lb-ft
 32.06-15.77                                B            1        1                    1     1     24.718
                                            C            1        1                    1     1     24.718
L4 15.77-0.00           0.00   1049.07      A            1        1     30             1     1     29.972       981.41   62.23        C
                                            B            1        1                    1     1     29.972
                                            C            1        1                    1     1     29.972
Sum Weight:             0.00   2474.15                                                     OTM   78971.38      3003.66
                                                                                                       lb-ft                                                                                  Tower Forces - With Ice - Wind 90 To Face
                                                                                                                                                       Section          Add           Self      F        e       CF      qz          DF       DR         AE          F            w         Ctrl.
                                                                                                                                                      Elevation        Weight        Weight     a                                                                                           Face
                                                                                                                                                                                                c                        psf
                                                                                                                                                          ft             lb            lb       e                                                        ft2         lb           plf
                                  Tower Forces - With Ice - Wind Normal To Face                                                                                L1             0.00     550.21   A            1     1.2     10             1     1        12.812       164.62      14.67      C
                                                                                                                                                      60.00-48.78                               B            1     1.2                    1     1        12.812
                                                                                                                                                                                                C            1     1.2                    1     1        12.812
  Section         Add           Self        F        e       CF       qz          DF       DR      AE          F         w         Ctrl.                       L2             0.00   1152.56    A            1     1.2         9          1     1        24.598       296.48      17.74      C
 Elevation       Weight        Weight       a                                                                                      Face               48.78-32.06                               B            1     1.2                    1     1        24.598
                                            c                         psf                                                                                                                       C            1     1.2                    1     1        24.598
                                                                                                         2
     ft            lb             lb        e                                                      ft          lb        plf                                   L3             0.00   1466.71    A            1     1.2         8          1     1        30.253       326.33      20.03      C
          L1            0.00      550.21    A            1    1.2       10             1     1     12.812       164.62   14.67        C               32.06-15.77                               B            1     1.2                    1     1        30.253
 60.00-48.78                                B            1    1.2                      1     1     12.812                                                                                       C            1     1.2                    1     1        30.253
                                            C            1    1.2                      1     1     12.812                                            L4 15.77-0.00            0.00   1859.21    A            1     1.2         7          1     1        35.054       344.34      21.84      C
          L2            0.00   1152.56      A            1    1.2           9          1     1     24.598       296.48   17.74        C                                                         B            1     1.2                    1     1        35.054
 48.78-32.06                                B            1    1.2                      1     1     24.598                                                                                       C            1     1.2                    1     1        35.054
                                            C            1    1.2                      1     1     24.598                                            Sum Weight:              0.00   5028.69                                                  OTM      31018.54      1131.77
          L3            0.00   1466.71      A            1    1.2           8          1     1     30.253       326.33   20.03        C                                                                                                                      lb-ft
 32.06-15.77                                B            1    1.2                      1     1     30.253
                                            C            1    1.2                      1     1     30.253
L4 15.77-0.00           0.00   1859.21      A            1    1.2           7          1     1     35.054       344.34   21.84        C
                                            B            1    1.2                      1     1     35.054
                                            C            1    1.2                      1     1     35.054
Sum Weight:             0.00   5028.69                                                     OTM   31018.54      1131.77
                                                                                                      lb-ft                                                                            Tower Forces - Service - Wind Normal To Face
                                                                                                                                                       Section          Add           Self      F        e       CF      qz          DF       DR         AE          F            w         Ctrl.
                                                                                                                                                      Elevation        Weight        Weight     a                                                                                           Face
                                                                                                                                                                                                c                        psf
                                                                                                                                                          ft             lb            lb       e                                                        ft2         lb           plf
                                        Tower Forces - With Ice - Wind 60 To Face                                                                              L1             0.00     217.29   A            1   1.068         9          1        1       8.882          90.90    8.10      C
                                                                                                                                                      60.00-48.78                               B            1   1.068                    1        1       8.882
                                                                                                                                                                                                C            1   1.068                    1        1       8.882
  Section         Add           Self        F        e       CF       qz          DF       DR      AE          F         w         Ctrl.                       L2             0.00     511.07   A            1       1         8          1        1     18.744       168.45      10.08      C
 Elevation       Weight        Weight       a                                                                                      Face               48.78-32.06                               B            1       1                    1        1     18.744
                                            c                         psf                                                                                                                       C            1       1                    1        1     18.744
                                                                                                         2
     ft            lb             lb        e                                                       ft         lb        plf                                      L3          0.00     696.72   A            1       1         7          1        1     24.718       198.80      12.20      C
                                          Job                                                                                     Page                                                        Job                                                                                  Page
       RISATower                                             60-ft ARE Monopole - Evance 5kW                                                7 of 23           RISATower                                              60-ft ARE Monopole - Evance 5kW                                           8 of 23
                                          Project                                                                               Date                                                              Project                                                                         Date
        Tower Engineering                                                                                                                                      Tower Engineering
          Professionals                                                       TEP # 110005.09                                     13:12:42 04/14/11              Professionals                                                     TEP # 110005.09                                  13:12:42 04/14/11
           3703 Junction Blvd.                                                                                                                                   3703 Junction Blvd.
          Raleigh, NC 27603               Client                                                                                  Designed by                   Raleigh, NC 27603                 Client                                                                           Designed by
         Phone: (919) 661-6351                             American Resource and Energy (ARE)                                       Lukas Burgher
                                                                                                                                                               Phone: (919) 661-6351                             American Resource and Energy (ARE)                                        Lukas Burgher
          FAX: (919) 661-6350                                                                                                                                   FAX: (919) 661-6350



  Section        Add           Self       F        e       CF       qz          DF       DR      AE          F            w         Ctrl.
 Elevation      Weight        Weight      a                                                                                         Face
                                          c                         psf
     ft           lb             lb       e                                                      ft2         lb           plf
 32.06-15.77                              B            1        1                    1     1     24.718

L4 15.77-0.00          0.00   1049.07
                                          C
                                          A
                                                       1
                                                       1
                                                                1
                                                                1         7
                                                                                     1
                                                                                     1
                                                                                           1
                                                                                           1
                                                                                                 24.718
                                                                                                 29.972      219.53       13.92        C
                                                                                                                                                                                                                          Force Totals
                                          B            1        1                    1     1     29.972
                                          C            1        1                    1     1     29.972                                                           Load                 Vertical             Sum of            Sum of            Sum of          Sum of        Sum of Torques
Sum Weight:            0.00   2474.15                                                    OTM   17978.39      677.68                                               Case                 Forces               Forces            Forces          Overturning     Overturning
                                                                                                     lb-ft                                                                                                    X                 Z             Moments, Mx     Moments, Mz
                                                                                                                                                                                          lb                  lb                lb               lb-ft           lb-ft             lb-ft
                                                                                                                                                      Leg Weight                           2474.15
                                                                                                                                                      Bracing Weight                          0.00
                                                                                                                                                      Total Member Self-Weight             2474.15                                                     0.00            0.00
                                                                                                                                                      Total Weight                         3191.15                                                     0.00            0.00
                                                                                                                                                      Wind 0 deg - No Ice                                         0.00             -4536.66      -172205.38            0.00                 0.00
                                       Tower Forces - Service - Wind 60 To Face                                                                       Wind 30 deg - No Ice                                     2268.33             -3928.87      -149134.24       -86102.69                 0.00
                                                                                                                                                      Wind 60 deg - No Ice                                     3928.87             -2268.33       -86102.69      -149134.24                 0.00
  Section        Add           Self       F        e       CF       qz          DF       DR      AE          F            w         Ctrl.             Wind 90 deg - No Ice                                     4536.66                 0.00            0.00      -172205.38                 0.00
 Elevation      Weight        Weight      a                                                                                         Face              Wind 120 deg - No Ice                                    3928.87              2268.33        86102.69      -149134.24                 0.00
                                          c                         psf                                                                               Wind 150 deg - No Ice                                    2268.33              3928.87       149134.24       -86102.69                 0.00
     ft           lb             lb       e                                                      ft2         lb           plf                         Wind 180 deg - No Ice                                       0.00              4536.66       172205.38            0.00                 0.00
          L1           0.00      217.29   A            1   1.068          9          1     1       8.882          90.90    8.10        C              Wind 210 deg - No Ice                                   -2268.33              3928.87       149134.24        86102.69                 0.00
                                                                                                                                                      Wind 240 deg - No Ice                                   -3928.87              2268.33        86102.69       149134.24                 0.00
 60.00-48.78                              B            1   1.068                     1     1       8.882
                                          C            1   1.068                     1     1       8.882                                              Wind 270 deg - No Ice                                   -4536.66                 0.00            0.00       172205.38                 0.00
          L2           0.00      511.07   A            1       1          8          1     1     18.744      168.45       10.08        C              Wind 300 deg - No Ice                                   -3928.87             -2268.33       -86102.69       149134.24                 0.00
 48.78-32.06                              B            1       1                     1     1     18.744                                               Wind 330 deg - No Ice                                   -2268.33             -3928.87      -149134.24        86102.69                 0.00
                                                                                                                                                      Member Ice                           2554.54
                                          C            1       1                     1     1     18.744
          L3           0.00      696.72   A            1       1          7          1     1     24.718      198.80       12.20        C              Total Weight Ice                     5924.94                                                     0.00            0.00
 32.06-15.77                              B            1       1                     1     1     24.718                                               Wind 0 deg - Ice                                            0.00             -2917.77      -139432.54            0.00                 0.00
                                          C            1       1                     1     1     24.718                                               Wind 30 deg - Ice                                        1458.88             -2526.86      -120752.12       -69716.27                 0.00
L4 15.77-0.00          0.00   1049.07     A            1       1          7          1     1     29.972      219.53       13.92        C              Wind 60 deg - Ice                                        2526.86             -1458.88       -69716.27      -120752.12                 0.00
                                          B            1       1                     1     1     29.972                                               Wind 90 deg - Ice                                        2917.77                 0.00            0.00      -139432.54                 0.00
                                          C            1       1                     1     1     29.972                                               Wind 120 deg - Ice                                       2526.86              1458.88        69716.27      -120752.12                 0.00
Sum Weight:            0.00   2474.15                                                    OTM   17978.39      677.68                                   Wind 150 deg - Ice                                       1458.88              2526.86       120752.12       -69716.27                 0.00
                                                                                                     lb-ft                                            Wind 180 deg - Ice                                          0.00              2917.77       139432.54            0.00                 0.00
                                                                                                                                                      Wind 210 deg - Ice                                      -1458.88              2526.86       120752.12        69716.27                 0.00
                                                                                                                                                      Wind 240 deg - Ice                                      -2526.86              1458.88        69716.27       120752.12                 0.00
                                                                                                                                                      Wind 270 deg - Ice                                      -2917.77                 0.00            0.00       139432.54                 0.00
                                                                                                                                                      Wind 300 deg - Ice                                      -2526.86             -1458.88       -69716.27       120752.12                 0.00
                                                                                                                                                      Wind 330 deg - Ice                                      -1458.88             -2526.86      -120752.12        69716.27                 0.00
                                                                                                                                                      Total Weight                         3191.15                                                     0.00            0.00
                                       Tower Forces - Service - Wind 90 To Face                                                                       Wind 0 deg - Service
                                                                                                                                                      Wind 30 deg - Service
                                                                                                                                                                                                                  0.00
                                                                                                                                                                                                               1115.34
                                                                                                                                                                                                                                   -2230.68
                                                                                                                                                                                                                                   -1931.82
                                                                                                                                                                                                                                                 -112412.39
                                                                                                                                                                                                                                                  -97351.98
                                                                                                                                                                                                                                                                       0.00
                                                                                                                                                                                                                                                                  -56206.19
                                                                                                                                                                                                                                                                                            0.00
                                                                                                                                                                                                                                                                                            0.00
                                                                                                                                                      Wind 60 deg - Service                                    1931.82             -1115.34       -56206.19       -97351.98                 0.00
  Section        Add           Self       F        e       CF       qz          DF       DR      AE          F            w         Ctrl.             Wind 90 deg - Service                                    2230.68                 0.00            0.00      -112412.39                 0.00
 Elevation      Weight        Weight      a                                                                                         Face              Wind 120 deg - Service                                   1931.82              1115.34        56206.19       -97351.98                 0.00
                                          c                         psf                                                                               Wind 150 deg - Service                                   1115.34              1931.82        97351.98       -56206.19                 0.00
     ft           lb             lb       e                                                      ft2         lb           plf                         Wind 180 deg - Service                                      0.00              2230.68       112412.39            0.00                 0.00
          L1           0.00      217.29   A            1   1.068          9          1     1       8.882          90.90    8.10        C              Wind 210 deg - Service                                  -1115.34              1931.82        97351.98        56206.19                 0.00
 60.00-48.78                              B            1   1.068                     1     1       8.882                                              Wind 240 deg - Service                                  -1931.82              1115.34        56206.19        97351.98                 0.00
                                          C            1   1.068                     1     1       8.882                                              Wind 270 deg - Service                                  -2230.68                 0.00            0.00       112412.39                 0.00
          L2           0.00      511.07   A            1       1          8          1     1     18.744      168.45       10.08        C              Wind 300 deg - Service                                  -1931.82             -1115.34       -56206.19        97351.98                 0.00
 48.78-32.06                              B            1       1                     1     1     18.744                                               Wind 330 deg - Service                                  -1115.34             -1931.82       -97351.98        56206.19                 0.00
                                          C            1       1                     1     1     18.744
          L3           0.00      696.72   A            1       1          7          1     1     24.718      198.80       12.20        C
 32.06-15.77                              B            1       1                     1     1     24.718
                                          C            1       1                     1     1     24.718
L4 15.77-0.00          0.00   1049.07     A            1       1          7          1     1     29.972      219.53       13.92        C
                                          B            1       1                     1     1     29.972                                                                                                         Load Combinations
                                          C            1       1                     1     1     29.972
Sum Weight:            0.00   2474.15                                                    OTM   17978.39      677.68                                   Comb.                                                          Description
                                                                                                     lb-ft                                             No.
                                         Job                                                                           Page                                                                Job                                                                                         Page
          RISATower                                         60-ft ARE Monopole - Evance 5kW                                   9 of 23                 RISATower                                                     60-ft ARE Monopole - Evance 5kW                                               10 of 23
                                          Project                                                                      Date                                                                    Project                                                                                 Date
          Tower Engineering                                                                                                                           Tower Engineering
            Professionals                                                TEP # 110005.09                                13:12:42 04/14/11               Professionals                                                         TEP # 110005.09                                           13:12:42 04/14/11
            3703 Junction Blvd.                                                                                                                          3703 Junction Blvd.
           Raleigh, NC 27603              Client                                                                       Designed by                      Raleigh, NC 27603                      Client                                                                                  Designed by
          Phone: (919) 661-6351                           American Resource and Energy (ARE)                              Lukas Burgher
                                                                                                                                                       Phone: (919) 661-6351                                     American Resource and Energy (ARE)                                            Lukas Burgher
           FAX: (919) 661-6350                                                                                                                          FAX: (919) 661-6350



Comb.                                                      Description                                                                      Section       Elevation           Component                     Condition               Gov.          Axial     Major Axis    Minor Axis
 No.                                                                                                                                          No.             ft                Type                                               Load                      Moment        Moment
  1       Dead Only                                                                                                                                                                                                                Comb.          lb           lb-ft        lb-ft
  2       1.2 Dead+1.6 Wind 0 deg - No Ice                                                                                                                                                                  Max. My                  2         -848.65         0.00       26393.92
  3       0.9 Dead+1.6 Wind 0 deg - No Ice                                                                                                                                                                  Max. Vy                  8        2984.68       -26393.92       0.00
  4       1.2 Dead+1.6 Wind 30 deg - No Ice                                                                                                                                                                 Max. Vx                  2        -2984.68         0.00       26393.92
  5       0.9 Dead+1.6 Wind 30 deg - No Ice                                                                                                                                                                Max. Torque               7                                      0.00
  6       1.2 Dead+1.6 Wind 60 deg - No Ice                                                                                                   L2          48.7792 -                 Pole                   Max Tension               1            0.00         0.00         0.00
  7       0.9 Dead+1.6 Wind 60 deg - No Ice                                                                                                                32.0633
  8       1.2 Dead+1.6 Wind 90 deg - No Ice                                                                                                                                                              Max. Compression            26       -2766.30         0.00          0.00
  9       0.9 Dead+1.6 Wind 90 deg - No Ice                                                                                                                                                                  Max. Mx                 8        -1450.42      -83672.47        0.00
 10       1.2 Dead+1.6 Wind 120 deg - No Ice                                                                                                                                                                 Max. My                 2        -1450.42         0.00        83672.47
 11       0.9 Dead+1.6 Wind 120 deg - No Ice                                                                                                                                                                 Max. Vy                 8        4102.79       -83672.47        0.00
 12       1.2 Dead+1.6 Wind 150 deg - No Ice                                                                                                                                                                 Max. Vx                 2        -4102.79         0.00        83672.47
 13       0.9 Dead+1.6 Wind 150 deg - No Ice                                                                                                                                                               Max. Torque               7                                       0.01
 14       1.2 Dead+1.6 Wind 180 deg - No Ice                                                                                                  L3          32.0633 -                 Pole                   Max Tension               1            0.00         0.00          0.00
 15       0.9 Dead+1.6 Wind 180 deg - No Ice                                                                                                                15.77
 16       1.2 Dead+1.6 Wind 210 deg - No Ice                                                                                                                                                             Max. Compression            26       -4395.08         0.00         0.00
 17       0.9 Dead+1.6 Wind 210 deg - No Ice                                                                                                                                                                 Max. Mx                 8        -2296.80      -158508.83      0.00
 18       1.2 Dead+1.6 Wind 240 deg - No Ice                                                                                                                                                                 Max. My                 2        -2296.80         0.00       158508.83
 19       0.9 Dead+1.6 Wind 240 deg - No Ice                                                                                                                                                                 Max. Vy                 8        5418.33       -158508.83      0.00
 20       1.2 Dead+1.6 Wind 270 deg - No Ice                                                                                                                                                                 Max. Vx                 2        -5418.33         0.00       158508.83
 21       0.9 Dead+1.6 Wind 270 deg - No Ice                                                                                                                                                               Max. Torque               7                                      0.02
 22       1.2 Dead+1.6 Wind 300 deg - No Ice                                                                                                  L4           15.77 - 0                Pole                   Max Tension               1          0.00           0.00         0.00
 23       0.9 Dead+1.6 Wind 300 deg - No Ice                                                                                                                                                             Max. Compression            26       -6948.58         0.00         0.00
 24       1.2 Dead+1.6 Wind 330 deg - No Ice                                                                                                                                                                 Max. Mx                 8        -3825.40      -278680.32      0.00
 25       0.9 Dead+1.6 Wind 330 deg - No Ice                                                                                                                                                                 Max. My                 2        -3825.40         0.00       278680.32
 26       1.2 Dead+1.0 Ice+1.0 Temp                                                                                                                                                                          Max. Vy                 9        7258.52       -277834.51      0.00
 27       1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp                                                                                                                                                           Max. Vx                 3        -7258.52         0.00       277834.51
 28       1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp                                                                                                                                                        Max. Torque               7                                      0.03
 29       1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp
 30       1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp
 31       1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp
 32       1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp
 33
 34
          1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp
          1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp
                                                                                                                                                                                                                 Maximum Reactions
 35       1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp
 36       1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp                                                                                            Location                Condition           Gov.                 Vertical            Horizontal, X        Horizontal, Z
 37       1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp                                                                                                                                       Load                     lb                    lb                   lb
 38       1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp                                                                                                                                       Comb.
 39       Dead+Wind 0 deg - Service                                                                                                                Pole                 Max. Vert            26                6948.58                   0.00                 0.00
 40       Dead+Wind 30 deg - Service                                                                                                                                    Max. Hx              21                2871.97                 7256.98                0.00
 41       Dead+Wind 60 deg - Service                                                                                                                                    Max. Hz              3                 2871.97                   0.00               7256.98
 42       Dead+Wind 90 deg - Service                                                                                                                                    Max. Mx              2               278680.32                   0.00               7256.34
 43       Dead+Wind 120 deg - Service                                                                                                                                   Max. Mz              8               278680.32                 -7256.34               0.00
 44       Dead+Wind 150 deg - Service                                                                                                                                  Max. Torsion          7                  0.03                   -6285.79             3629.11
 45       Dead+Wind 180 deg - Service                                                                                                                                   Min. Vert            9                 2871.97                 -7256.98               0.00
 46       Dead+Wind 210 deg - Service                                                                                                                                    Min. Hx             9                 2871.97                 -7256.98               0.00
 47       Dead+Wind 240 deg - Service                                                                                                                                    Min. Hz             15                2871.97                   0.00               -7256.98
 48       Dead+Wind 270 deg - Service                                                                                                                                   Min. Mx              14              -278680.32                  0.00               -7256.34
 49       Dead+Wind 300 deg - Service                                                                                                                                   Min. Mz              20              -278680.32                7256.34                0.00
 50       Dead+Wind 330 deg - Service                                                                                                                                  Min. Torsion          11                 -0.03                  -6285.79             -3629.11




                                                     Maximum Member Forces
                                                                                                                                                                                                  Tower Mast Reaction Summary
Section     Elevation         Component                Condition           Gov.    Axial     Major Axis   Minor Axis
  No.           ft              Type                                      Load                Moment       Moment                                        Load                       Vertical              Shearx            Shearz            Overturning        Overturning          Torque
                                                                          Comb.       lb        lb-ft       lb-ft                                     Combination                                                                             Moment, Mx         Moment, Mz
  L1       60 - 48.7792           Pole                Max Tension           2        0.15       0.00       2006.39                                                                     lb                   lb                lb                 lb-ft              lb-ft              lb-ft
                                                    Max. Compression        26    -1502.87      0.00        0.00                            Dead Only                                   3191.15                    0.00           0.00                  0.00               0.00                 0.00
                                                        Max. Mx             8      -848.65   -26393.92      0.00                            1.2 Dead+1.6 Wind 0 deg - No                3829.29                    0.00       -7256.34           -278680.32                0.00                 0.00

				
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