===============================================================================
GUYMAST 1.2 (USA)-Guyed Tower Analysis (c)1997,2004 Guymast Inc.
Tel:(416)736-7453 Fax:(416)736-4372 Web:www.guymast.com
Processed under license at:
Weisman Consultants Inc. on: 24 sep 2004 at: 16:46:01
===============================================================================
[DEMOGU1] - 300 FT GUYED TOWER ANALYSIS - OCTOBER 2004
MAST DATA
=========
UPPER MAST-----------------GEOM X-SECTION-AREA BARE ELASTIC TEMP
ELEV TYPE NO FACE PANEL ONE ONE WEIGHT MODULUS COEFF
FT OF OF WIDTH HEIGHT LEG DIAG
WEB LEGS FT FT IN.SQ. IN.SQ. K/FT. KIP/IN.SQ /DEG
* * * *
300.0 3 3 2.500 1.666 3.140 0.790 0.082 29000.0 0.0000116
260.0 4 3 2.500 1.250 3.140 0.440 0.051 29000.0 0.0000116
160.0 3 3 2.500 1.666 3.980 0.790 0.093 29000.0 0.0000116
120.0 4 3 2.500 1.250 3.980 0.440 0.061 29000.0 0.0000116
* If NO OF LEGS is 1 : that part of the mast is assumed to be Cylindrical
and : FACE WIDTH = outside diameter
PANEL HEIGHT = thickness
AREA OF DIAG = Poisson ratio
GUY GEOMETRY
============
ELEV GUY DIAMETER HEIGHT RADIUS MAST ATTACH INITIAL
AZI ATTACH AZI TENSION
RADIUS
FT DEG IN. FT. FT. FT. DEG KIP
280.0 0.0 0.750 280.0 230.0 8. 300.0 6.800
280.0 240.0 0.750 280.0 230.0 8. 300.0 6.800
280.0 240.0 0.750 280.0 230.0 8. 180.0 6.800
280.0 120.0 0.750 280.0 230.0 8. 180.0 6.800
280.0 120.0 0.750 280.0 230.0 8. 60.0 6.800
280.0 0.0 0.750 280.0 230.0 8. 60.0 6.800
230.0 240.0 0.625 230.0 230.0 1. 240.0 4.030
230.0 120.0 0.625 230.0 230.0 1. 120.0 4.030
230.0 0.0 0.625 230.0 230.0 1. 0.0 4.030
185.0 240.0 0.500 185.0 230.0 1. 240.0 2.550
185.0 120.0 0.500 185.0 230.0 1. 120.0 2.550
185.0 0.0 0.500 185.0 230.0 1. 0.0 2.550
140.0 0.0 0.500 140.0 230.0 8. 300.0 2.550
140.0 240.0 0.500 140.0 230.0 8. 300.0 2.550
140.0 240.0 0.500 140.0 230.0 8. 180.0 2.550
140.0 120.0 0.500 140.0 230.0 8. 180.0 2.550
140.0 120.0 0.500 140.0 230.0 8. 60.0 2.550
140.0 0.0 0.500 140.0 230.0 8. 60.0 2.550
90.0 240.0 0.438 90.0 230.0 1. 240.0 1.950
90.0 120.0 0.438 90.0 230.0 1. 120.0 1.950
90.0 0.0 0.438 90.0 230.0 1. 0.0 1.950
45.0 240.0 0.438 45.0 230.0 1. 240.0 1.950
45.0 120.0 0.438 45.0 230.0 1. 120.0 1.950
45.0 0.0 0.438 45.0 230.0 1. 0.0 1.950
GUY MATERIAL PROPERTIES
=======================
ELEV GUY BREAKING GUY GUY ELASTIC THERMAL UNSTRESS
AZI STRENGTH WEIGHT AREA MODULUS COEFF LENGTH
FT DEG KIP LBS/FT IN.SQ KIP/IN.SQ /DEG FT
280.0 0.0 68.000 1.180 0.338 24200.0 0.0000120 359.580
280.0 240.0 68.000 1.180 0.338 24200.0 0.0000120 359.580
280.0 240.0 68.000 1.180 0.338 24200.0 0.0000120 359.580
280.0 120.0 68.000 1.180 0.338 24200.0 0.0000120 359.580
280.0 120.0 68.000 1.180 0.338 24200.0 0.0000120 359.580
280.0 0.0 68.000 1.180 0.338 24200.0 0.0000120 359.580
230.0 240.0 40.300 0.819 0.234 25500.0 0.0000120 324.052
230.0 120.0 40.300 0.819 0.234 25500.0 0.0000120 324.052
230.0 0.0 40.300 0.819 0.234 25500.0 0.0000120 324.052
185.0 240.0 25.500 0.525 0.150 25500.0 0.0000120 293.872
185.0 120.0 25.500 0.525 0.150 25500.0 0.0000120 293.872
185.0 0.0 25.500 0.525 0.150 25500.0 0.0000120 293.872
140.0 0.0 25.500 0.525 0.150 25500.0 0.0000120 265.749
140.0 240.0 25.500 0.525 0.150 25500.0 0.0000120 265.749
140.0 240.0 25.500 0.525 0.150 25500.0 0.0000120 265.749
140.0 120.0 25.500 0.525 0.150 25500.0 0.0000120 265.749
140.0 120.0 25.500 0.525 0.150 25500.0 0.0000120 265.749
140.0 0.0 25.500 0.525 0.150 25500.0 0.0000120 265.749
90.0 240.0 19.500 0.388 0.115 26800.0 0.0000120 245.504
90.0 120.0 19.500 0.388 0.115 26800.0 0.0000120 245.504
90.0 0.0 19.500 0.388 0.115 26800.0 0.0000120 245.504
45.0 240.0 19.500 0.388 0.115 26800.0 0.0000120 232.819
45.0 120.0 19.500 0.388 0.115 26800.0 0.0000120 232.819
45.0 0.0 19.500 0.388 0.115 26800.0 0.0000120 232.819
================================================================================
LOADING CONDITION A =========================================================
Bare tower 100 mph wind at azimuth 0 deg
MAST LOADING
============
LOAD ELEV .FORCES (KIP & KIP/FT) .MOMENTS(FT.K & FT.K/FT) ANT-ORIENT
TYPE N E DOWN N E TORSION AZI VERT
FT DEG DEG
C 300.0 -0.047 0.000 0.011 0.00 0.00 0.00 0.0 0.00
C 287.0 -2.530 0.604 0.442 1.08 0.00 -0.65 296.0 0.00
C 287.0 -0.213 0.000 0.128 0.19 -0.06 0.11 0.0 0.00
C 280.0 -1.257 0.000 0.911 0.00 0.00 0.00 0.0 0.00
C 272.0 -2.397 1.162 0.541 -0.66 1.15 -7.91 105.0 0.00
C 272.0 -1.759 1.354 0.447 1.10 0.00 -3.25 296.0 0.00
C 272.0 -0.363 0.000 0.235 0.16 0.09 -0.13 0.0 0.00
C 236.0 -2.306 1.118 0.541 -0.66 1.15 -7.61 105.0 0.00
C 236.0 -0.148 0.000 0.106 -0.03 0.15 -0.19 0.0 0.00
C 151.0 -2.001 -0.420 0.342 -0.42 -0.73 8.36 241.0 0.00
C 151.0 -0.225 0.000 0.106 -0.12 -0.10 0.28 0.0 0.00
C 140.0 -1.031 0.000 0.911 0.00 0.00 0.00 0.0 0.00
C 131.0 -0.057 0.000 0.044 -0.06 -0.07 0.09 0.0 0.00
D 300.0 -0.082 0.000 0.081 0.00 0.00 0.00
D 280.0 -0.082 0.000 0.081 0.00 0.00 0.00
D 280.0 -0.089 0.000 0.082 0.00 0.00 0.00
D 260.0 -0.098 0.000 0.082 0.00 0.00 0.00
D 260.0 -0.082 0.000 0.050 0.00 0.00 0.00
D 160.0 -0.077 0.000 0.051 0.00 0.00 0.00
D 160.0 -0.092 0.000 0.092 0.00 0.00 0.00
D 120.0 -0.097 0.000 0.093 0.00 0.00 0.00
D 120.0 -0.083 0.000 0.061 0.00 0.00 0.00
D 0.0 -0.057 0.000 0.061 0.00 0.00 0.00
GUY LOADING
===========
.. WIND LOADING ... TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS.
AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE
PRESS
DEG MPH PSF DEG IN PCF
0.0 100.0 0.00 0.00 0.00 56. 0.0100 1 1 1.00 1.00 1.00
CABLE PROFILE: 1 - CATENARY 2 - PARABOLIC
WIND PROFILE: 1 - EIA 222 F 2 - Kz = 1 ; Gh = 1
3 - EIA 222 C 4 - Special Factors
5 - Site Specific Wind Formula
SUPPRESS PRINTING
=================
...FOR THIS LOADING.. ...........MAXIMUMS..........
INPUT DISPL INTRNL MEMBER ALL DISPL INTRNL MEMBER
LOADS FORCES LOADS FORCES LOADS
no no no no no no no no
================================================================================
LOADING CONDITION B =========================================================
Bare tower 100 mph wind at azimuth 90 deg
MAST LOADING
============
LOAD ELEV .FORCES (KIP & KIP/FT) .MOMENTS(FT.K & FT.K/FT) ANT-ORIENT
TYPE N E DOWN N E TORSION AZI VERT
FT DEG DEG
C 300.0 0.000 -0.047 0.011 0.00 0.00 0.00 0.0 0.00
C 287.0 -0.022 -2.390 0.442 1.08 0.00 7.43 296.0 0.00
C 287.0 0.000 -0.288 0.128 0.19 -0.06 0.46 0.0 0.00
C 280.0 0.000 -1.257 0.911 0.00 0.00 1.13 0.0 0.00
C 272.0 0.681 -4.673 0.541 -0.66 1.15 -2.94 105.0 0.00
C 272.0 0.410 -1.145 0.447 1.10 0.00 3.26 296.0 0.00
C 272.0 0.000 -0.513 0.235 0.16 0.09 0.35 0.0 0.00
C 236.0 0.654 -4.488 0.541 -0.66 1.15 -2.82 105.0 0.00
C 236.0 0.000 -0.220 0.106 -0.03 0.15 -0.09 0.0 0.00
C 151.0 -0.032 -2.722 0.342 -0.42 -0.73 -6.78 241.0 0.00
C 151.0 0.000 -0.099 0.106 -0.12 -0.10 -0.09 0.0 0.00
C 140.0 0.000 -1.031 0.911 0.00 0.00 0.93 0.0 0.00
C 131.0 0.000 -0.057 0.044 -0.06 -0.07 -0.07 0.0 0.00
D 300.0 0.000 -0.070 0.081 0.00 0.00 -0.01
D 280.0 0.000 -0.071 0.081 0.00 0.00 -0.01
D 280.0 0.000 -0.077 0.082 0.00 0.00 -0.01
D 260.0 0.000 -0.084 0.082 0.00 0.00 -0.01
D 260.0 0.000 -0.069 0.050 0.00 0.00 -0.01
D 160.0 0.000 -0.069 0.051 0.00 0.00 -0.02
D 160.0 0.000 -0.084 0.092 0.00 0.00 -0.01
D 120.0 0.000 -0.090 0.093 0.00 0.00 -0.02
D 120.0 0.000 -0.075 0.061 0.00 0.00 -0.02
D 0.0 0.000 -0.052 0.061 0.00 0.00 -0.01
GUY LOADING
===========
.. WIND LOADING ... TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS.
AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE
PRESS
DEG MPH PSF DEG IN PCF
90.0 100.0 0.00 0.00 0.00 56. 0.0100 1 1 1.00 1.00 1.00
CABLE PROFILE: 1 - CATENARY 2 - PARABOLIC
WIND PROFILE: 1 - EIA 222 F 2 - Kz = 1 ; Gh = 1
3 - EIA 222 C 4 - Special Factors
5 - Site Specific Wind Formula
SUPPRESS PRINTING
=================
...FOR THIS LOADING.. ...........MAXIMUMS..........
INPUT DISPL INTRNL MEMBER ALL DISPL INTRNL MEMBER
LOADS FORCES LOADS FORCES LOADS
no yes yes yes no no no no
================================================================================
LOADING CONDITION C =========================================================
Bare tower 100 mph wind at azimuth 180 deg
MAST LOADING
============
LOAD ELEV .FORCES (KIP & KIP/FT) .MOMENTS(FT.K & FT.K/FT) ANT-ORIENT
TYPE N E DOWN N E TORSION AZI VERT
FT DEG DEG
C 300.0 0.047 0.000 0.011 0.00 0.00 0.00 0.0 0.00
C 287.0 1.555 0.309 0.442 1.08 0.00 -7.28 296.0 0.00
C 287.0 0.213 0.000 0.128 0.19 -0.06 -0.11 0.0 0.00
C 280.0 1.257 0.000 0.911 0.00 0.00 0.00 0.0 0.00
C 272.0 2.405 -1.179 0.541 -0.66 1.15 5.51 105.0 0.00
C 272.0 1.653 -0.989 0.447 1.10 0.00 0.41 296.0 0.00
C 272.0 0.363 0.000 0.235 0.16 0.09 0.13 0.0 0.00
C 236.0 2.310 -1.133 0.541 -0.66 1.15 5.29 105.0 0.00
C 236.0 0.148 0.000 0.106 -0.03 0.15 0.19 0.0 0.00
C 151.0 3.443 4.148 0.342 -0.42 -0.73 0.43 241.0 0.00
C 151.0 0.225 0.000 0.106 -0.12 -0.10 -0.28 0.0 0.00
C 140.0 1.031 0.000 0.911 0.00 0.00 0.00 0.0 0.00
C 131.0 0.057 0.000 0.044 -0.06 -0.07 -0.09 0.0 0.00
D 300.0 0.082 0.000 0.081 0.00 0.00 0.00
D 280.0 0.082 0.000 0.081 0.00 0.00 0.00
D 280.0 0.089 0.000 0.082 0.00 0.00 0.00
D 260.0 0.098 0.000 0.082 0.00 0.00 0.00
D 260.0 0.082 0.000 0.050 0.00 0.00 0.00
D 160.0 0.077 0.000 0.051 0.00 0.00 0.00
D 160.0 0.092 0.000 0.092 0.00 0.00 0.00
D 120.0 0.097 0.000 0.093 0.00 0.00 0.00
D 120.0 0.083 0.000 0.061 0.00 0.00 0.00
D 0.0 0.057 0.000 0.061 0.00 0.00 0.00
GUY LOADING
===========
.. WIND LOADING ... TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS.
AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE
PRESS
DEG MPH PSF DEG IN PCF
180.0 100.0 0.00 0.00 0.00 56. 0.0100 1 1 1.00 1.00 1.00
CABLE PROFILE: 1 - CATENARY 2 - PARABOLIC
WIND PROFILE: 1 - EIA 222 F 2 - Kz = 1 ; Gh = 1
3 - EIA 222 C 4 - Special Factors
5 - Site Specific Wind Formula
SUPPRESS PRINTING
=================
...FOR THIS LOADING.. ...........MAXIMUMS..........
INPUT DISPL INTRNL MEMBER ALL DISPL INTRNL MEMBER
LOADS FORCES LOADS FORCES LOADS
no yes yes yes no no no no
===============================================================================
GUYMAST 1.2 (USA)-Guyed Tower Analysis (c)1997,2004 Guymast Inc.
Tel:(416)736-7453 Fax:(416)736-4372 Web:www.guymast.com
Processed under license at:
Weisman Consultants Inc. on: 24 sep 2004 at: 16:46:01
===============================================================================
[DEMOGU1] - 300 FT GUYED TOWER ANALYSIS - OCTOBER 2004
LOADING CONDITION A ================================== 6 iterations =======
Bare tower 100 mph wind at azimuth 0 deg
MAST DEFORMATIONS CALCULATED
============================
MAST .......DEFLECTIONS (FT)......... .........ROTATIONS (DEG).........
ELEV ..... HORIZONTAL ...... DOWN ........ TILT .......... TWIST
FT NORTH EAST TOTAL NORTH EAST TOTAL
300.0 -0.53 0.30 0.61 0.03 0.54 -0.03 0.54 -0.45
290.0 -0.63 0.31 0.70 0.03 0.54 -0.03 0.54 -0.45
287.0 -0.66 0.31 0.72 0.03 0.55 -0.03 0.55 -0.45
----------------------------------------------------------------------
280.0 -0.72 0.31 0.79 0.03 0.58 -0.03 0.58 -0.44
----------------------------------------------------------------------
272.0 -0.80 0.32 0.86 0.03 0.47 -0.01 0.47 -0.69
260.0 -0.87 0.31 0.93 0.03 0.24 0.05 0.25 -0.78
255.0 -0.89 0.31 0.94 0.03 0.15 0.08 0.17 -0.93
236.0 -0.89 0.26 0.93 0.03 -0.12 0.17 0.21 -1.49
----------------------------------------------------------------------
230.0 -0.87 0.25 0.91 0.03 -0.16 0.19 0.25 -1.29
----------------------------------------------------------------------
207.5 -0.79 0.16 0.80 0.02 -0.29 0.22 0.36 -0.66
197.1 -0.73 0.12 0.74 0.02 -0.32 0.21 0.38 -0.37
----------------------------------------------------------------------
185.0 -0.66 0.08 0.67 0.02 -0.30 0.19 0.36 -0.03
----------------------------------------------------------------------
162.5 -0.55 0.02 0.56 0.02 -0.26 0.13 0.29 0.15
160.0 -0.54 0.01 0.54 0.02 -0.26 0.12 0.28 0.22
151.0 -0.50 -0.01 0.50 0.02 -0.24 0.10 0.26 0.28
----------------------------------------------------------------------
140.0 -0.46 -0.02 0.46 0.02 -0.16 0.06 0.17 0.16
----------------------------------------------------------------------
131.0 -0.44 -0.03 0.44 0.02 -0.12 0.04 0.13 0.18
120.0 -0.42 -0.04 0.42 0.01 -0.11 0.02 0.11 0.18
115.0 -0.41 -0.04 0.41 0.01 -0.11 0.01 0.11 0.16
111.1 -0.40 -0.04 0.41 0.01 -0.11 0.01 0.11 0.15
----------------------------------------------------------------------
90.0 -0.36 -0.04 0.36 0.01 -0.11 -0.01 0.11 0.10
----------------------------------------------------------------------
67.5 -0.31 -0.03 0.31 0.01 -0.16 -0.02 0.16 0.06
64.0 -0.30 -0.03 0.30 0.01 -0.17 -0.03 0.17 0.05
----------------------------------------------------------------------
45.0 -0.24 -0.02 0.24 0.01 -0.23 -0.03 0.23 0.03
----------------------------------------------------------------------
22.5 -0.13 -0.01 0.13 0.00 -0.30 -0.02 0.31 0.01
0.0 0.00 0.00 0.00 0.00 -0.36 -0.02 0.36 0.00
GUY DISPLACEMENTS USED
======================
GUY ....DEFLECTIONS (FT)..... ......ROTATIONS (DEG).....
ELEV NORTH EAST DOWN TILT N TILT E TWIST
FT
280.0 -0.724 0.312 0.030 0.576 -0.034 -0.452
230.0 -0.874 0.245 0.026 -0.160 0.185 -1.296
185.0 -0.664 0.081 0.021 -0.301 0.194 -0.036
140.0 -0.464 -0.023 0.016 -0.160 0.063 0.160
90.0 -0.363 -0.038 0.011 -0.113 -0.015 0.098
45.0 -0.236 -0.019 0.005 -0.229 -0.027 0.028
ANTENNA ROTATIONS
=================
ELEV ORIENTATION .... BEAM DEFLECTIONS (DEG) .......
AZI ELEV ROLL YAW PITCH TOTAL
FT DEG DEG
300.0 0.0 0.0 0.030 0.453 -0.540 0.705
287.0 296.0 0.0 -0.478 0.452 -0.267 0.525
287.0 0.0 0.0 0.030 0.453 -0.547 0.710
280.0 0.0 0.0 0.033 0.445 -0.575 0.728
272.0 105.0 0.0 0.449 0.692 0.127 0.704
272.0 296.0 0.0 -0.417 0.692 -0.211 0.723
272.0 0.0 0.0 0.007 0.693 -0.467 0.835
236.0 105.0 0.0 -0.075 1.489 -0.193 1.502
236.0 0.0 0.0 -0.167 1.489 0.122 1.494
151.0 241.0 0.0 0.256 0.283 -0.032 0.284
151.0 0.0 0.0 -0.096 0.283 0.239 0.370
140.0 0.0 0.0 -0.063 0.160 0.160 0.227
131.0 0.0 0.0 -0.043 0.184 0.119 0.219
INTERNAL MAST FORCES CALCULATED
===============================
MAST TOTAL ......SHEAR...... .......MOMENT..... TORSION
ELEV AXIAL N - S E - W N - S E - W
FT KIP KIP KIP FT-KIP FT-KIP FT-KIP
300.0
0.01 -0.05 0.00 0.00 0.00 0.00
0.82 -0.86 0.00 4.59 0.00 0.00
290.0 ......................................................................
0.82 -0.86 0.00 4.59 0.00 0.00
1.06 -1.11 0.00 7.55 0.00 0.00
287.0 ......................................................................
1.63 -3.85 0.60 6.28 0.06 -0.54
2.20 -4.43 0.60 35.28 -4.17 -0.53
--------------------------------------------------------------------------------
* + + & & @
280.0 51.31 11.19 -3.08 -80.09 10.60 15.59
--------------------------------------------------------------------------------
54.43 5.72 -2.42 -44.79 6.46 14.86
55.08 5.00 -2.42 -90.48 26.58 14.87
272.0 ......................................................................
56.30 0.48 0.10 -91.08 25.33 3.60
57.29 -0.67 0.10 -92.12 24.77 3.62
260.0 ......................................................................
57.29 -0.67 0.10 -92.12 24.77 3.63
57.54 -1.08 0.10 -87.87 24.32 3.64
255.0 ......................................................................
57.54 -1.08 0.10 -87.87 24.32 3.67
58.49 -2.62 0.10 -49.40 21.52 3.70
236.0 ......................................................................
59.14 -5.08 1.22 -48.71 20.21 -4.09
59.44 -5.56 1.22 -14.86 12.30 -4.08
--------------------------------------------------------------------------------
* + + & & @
230.0 16.92 6.83 -0.87 -11.35 0.97 0.55
--------------------------------------------------------------------------------
76.36 0.70 0.55 -26.21 13.27 -3.50
77.49 -1.10 0.55 -22.97 0.87 -3.47
207.5 ......................................................................
77.49 -1.10 0.55 -22.97 0.87 -3.46
78.02 -1.92 0.55 -6.67 -5.00 -3.44
197.1 ......................................................................
78.02 -1.92 0.55 -6.67 -5.00 -3.42
78.63 -2.88 0.55 23.27 -11.65 -3.40
--------------------------------------------------------------------------------
* + + & & @
185.0 9.32 4.34 -0.26 -5.81 0.30 0.01
--------------------------------------------------------------------------------
87.95 1.37 0.22 17.46 -11.35 -3.36
89.08 -0.38 0.22 7.25 -17.47 -3.33
162.5 ......................................................................
89.08 -0.38 0.22 7.25 -17.47 -3.33
89.21 -0.58 0.22 8.48 -17.99 -3.32
160.0 ......................................................................
89.21 -0.58 0.22 8.48 -17.99 -3.31
90.04 -1.41 0.22 17.37 -19.61 -3.30
151.0 ......................................................................
90.49 -3.64 -0.20 17.91 -18.78 5.34
91.50 -4.67 -0.20 62.88 -15.64 5.34
--------------------------------------------------------------------------------
* + + & & @
140.0 13.96 8.39 0.17 -23.16 1.30 -5.03
--------------------------------------------------------------------------------
106.37 2.96 -0.21 39.72 -14.35 0.31
107.20 2.10 -0.21 17.37 -13.08 0.31
131.0 ......................................................................
107.25 2.04 -0.21 17.42 -13.02 0.38
108.27 0.98 -0.21 0.73 -11.04 0.37
120.0 ......................................................................
108.27 0.98 -0.21 0.73 -11.05 0.36
108.58 0.57 -0.21 -3.21 -10.01 0.35
115.0 ......................................................................
108.58 0.57 -0.21 -3.21 -10.01 0.35
108.82 0.25 -0.21 -4.86 -9.15 0.34
111.1 ......................................................................
108.82 0.25 -0.21 -4.86 -9.15 0.31
110.10 -1.40 -0.21 7.43 -3.89 0.28
--------------------------------------------------------------------------------
* + + & & @
90.0 3.67 3.57 0.18 -2.22 -0.10 -0.02
--------------------------------------------------------------------------------
113.77 2.02 -0.11 5.21 -3.99 0.22
115.15 0.36 -0.11 -22.94 -1.67 0.19
67.5 ......................................................................
115.15 0.36 -0.11 -22.94 -1.67 0.19
115.36 0.11 -0.11 -23.74 -1.27 0.18
64.0 ......................................................................
115.36 0.11 -0.11 -23.74 -1.27 0.16
116.52 -1.19 -0.11 -11.74 0.92 0.14
--------------------------------------------------------------------------------
* + + & & @
45.0 1.78 2.65 0.13 -0.83 -0.04 -0.01
--------------------------------------------------------------------------------
118.30 1.15 0.02 -12.57 0.88 0.10
119.67 -0.30 0.02 -23.69 0.48 0.08
22.5 ......................................................................
119.67 -0.30 0.02 -23.69 0.48 0.05
121.05 -1.63 0.02 0.00 0.00 0.03
--------------------------------------------------------------------------------
base
reaction 121.05 1.02 -0.07 0.00 0.00 -0.03
--------------------------------------------------------------------------------
* VERTICAL GUY LOAD & GUY ECCENTRIC MOMENT
+ HORIZONTAL REACTION @ TORSIONAL RESISTANCE
LEG LOADS ( KIP - stress in KSI )
=================================
MAST DUE TO ---DUE TO MOMENT--- --- TOTAL LOAD ----
ELEV AXIAL AZI AZI AZI AZI AZI AZI
FT LOAD 0 120 240 0 120 240
300.00 -----------------------------------------------------
0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.3 -2.1 1.1 1.1 -1.8 1.3 1.3
290.00 -----------------------------------------------------
0.3 -2.1 1.1 1.1 -1.8 1.3 1.3
0.4 -3.5 1.7 1.7 -3.1 2.1 2.1
287.00 -----------------------------------------------------
0.5 -2.9 1.4 1.5 -2.4 2.0 2.0
0.7 -16.3 9.8 6.5 -15.6 10.5 7.2
280.00 =====================================================
18.1 20.7 -12.9 -7.8 38.8 5.2 10.4
18.4 41.8 -31.5 -10.3 60.2 -13.2 8.1
272.00 -----------------------------------------------------
18.8 42.1 -31.2 -10.9 60.8 -12.4 7.9
19.1 42.5 -31.2 -11.4 61.6 -12.1 7.7
260.00 -----------------------------------------------------
19.1 42.5 -31.2 -11.4 61.6 -12.1 7.7
19.2 40.6 -30.0 -10.6 59.8 -10.8 8.6
255.00 -----------------------------------------------------
19.2 40.6 -30.0 -10.6 59.8 -10.8 8.6
19.5 22.8 -20.0 -2.8 42.3 -0.5 16.7
236.00 -----------------------------------------------------
19.7 22.5 -19.3 -3.2 42.2 0.4 16.5
19.8 6.9 -8.4 1.5 26.7 11.5 21.3
230.00 =====================================================
25.5 12.1 -11.4 -0.7 37.6 14.1 24.7
25.8 10.6 -5.7 -5.0 36.4 20.2 20.9
207.50 -----------------------------------------------------
25.8 10.6 -5.7 -5.0 36.4 20.2 20.9
26.0 3.1 0.5 -3.5 29.1 26.5 22.5
197.11 -----------------------------------------------------
26.0 3.1 0.5 -3.5 29.1 26.5 22.5
26.2 -10.7 10.0 0.7 15.5 36.2 26.9
185.00 =====================================================
29.3 -8.1 8.6 -0.5 21.3 37.9 28.8
29.7 -3.3 8.7 -5.3 26.3 38.4 24.4
162.50 -----------------------------------------------------
29.7 -3.3 8.7 -5.3 26.3 38.4 24.4
29.7 -3.9 9.2 -5.2 25.8 38.9 24.5
160.00 -----------------------------------------------------
29.7 -3.9 9.2 -5.2 25.8 38.9 24.5
30.0 -8.0 11.9 -3.8 22.0 41.9 26.2
151.00 -----------------------------------------------------
30.2 -8.3 11.6 -3.4 21.9 41.8 26.8
30.5 -29.0 20.8 8.3 1.5 51.3 38.8
140.00 =====================================================
35.5 -18.3 14.9 3.4 17.1 50.4 38.9
35.7 -8.0 9.2 -1.2 27.7 45.0 34.5
131.00 -----------------------------------------------------
35.7 -8.0 9.2 -1.2 27.7 45.0 34.6
36.1 -0.3 4.6 -4.2 35.8 40.7 31.8
120.00 -----------------------------------------------------
36.1 -0.3 4.6 -4.2 35.8 40.7 31.8
36.2 1.5 3.3 -4.7 37.7 39.5 31.4
115.00 -----------------------------------------------------
36.2 1.5 3.3 -4.7 37.7 39.5 31.4
36.3 2.2 2.5 -4.8 38.5 38.8 31.5
111.10 -----------------------------------------------------
36.3 2.2 2.5 -4.8 38.5 38.8 31.5
36.7 -3.4 3.3 0.2 33.3 40.0 36.9
90.00 =====================================================
37.9 -2.4 2.8 -0.4 35.5 40.7 37.5
38.4 10.6 -4.6 -6.0 49.0 33.8 32.4
67.50 -----------------------------------------------------
38.4 10.6 -4.6 -6.0 49.0 33.8 32.4
38.5 11.0 -5.0 -6.0 49.4 33.5 32.5
63.95 -----------------------------------------------------
38.5 11.0 -5.0 -6.0 49.4 33.5 32.5
38.8 5.4 -3.1 -2.3 44.3 35.8 36.5
45.00 =====================================================
39.4 5.8 -3.3 -2.5 45.2 36.2 36.9
39.9 10.9 -5.7 -5.3 50.8 34.2 34.6
22.50 -----------------------------------------------------
39.9 10.9 -5.7 -5.3 50.8 34.2 34.6
40.3 0.0 0.0 0.0 40.3 40.3 40.3
0.00 -----------------------------------------------------
FACE SHEARS ( KIP - stress in KSI )
==================================
MAST TORSN BEAM SHEAR TOTAL FACE SHEAR
ELEV SHEAR AZI AZI AZI AZI AZI AZI
FT 60 180 300 60 180 300
300.00 -----------------------------------------------------
0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.5 0.0 -0.5 0.5 0.0 0.5
290.00 -----------------------------------------------------
0.0 0.5 0.0 -0.5 0.5 0.0 0.5
0.0 0.6 0.0 -0.6 0.6 0.0 0.6
287.00 -----------------------------------------------------
0.2 2.4 -0.4 -2.0 2.7 0.2 1.8
0.2 2.8 -0.4 -2.4 3.0 0.2 2.1
280.00 =====================================================
-6.9 -4.1 1.6 2.5 11.0 5.3 4.4
-6.9 -3.7 1.6 2.1 10.6 5.3 4.8
272.00 -----------------------------------------------------
-1.7 -0.2 -0.1 0.3 1.9 1.7 1.4
-1.7 0.4 -0.1 -0.4 1.3 1.7 2.0
260.00 -----------------------------------------------------
-1.7 0.4 -0.1 -0.4 1.3 1.7 2.0
-1.7 0.7 -0.1 -0.6 1.0 1.7 2.3
255.00 -----------------------------------------------------
-1.7 0.7 -0.1 -0.6 1.0 1.8 2.3
-1.7 1.5 -0.1 -1.5 0.2 1.8 3.2
236.00 -----------------------------------------------------
1.9 3.3 -0.8 -2.5 5.2 1.1 0.6
1.9 3.6 -0.8 -2.8 5.5 1.1 0.9
230.00 =====================================================
1.6 -0.2 -0.4 0.6 1.4 1.2 2.2
1.6 0.8 -0.4 -0.5 2.4 1.2 1.2
207.50 -----------------------------------------------------
1.6 0.8 -0.4 -0.5 2.4 1.2 1.1
1.6 1.3 -0.4 -0.9 2.9 1.2 0.7
197.11 -----------------------------------------------------
1.6 1.3 -0.4 -0.9 2.9 1.2 0.7
1.6 1.8 -0.4 -1.5 3.4 1.2 0.1
185.00 =====================================================
1.6 -0.7 -0.1 0.9 0.8 1.4 2.4
1.5 0.3 -0.1 -0.1 1.8 1.4 1.4
162.50 -----------------------------------------------------
1.5 0.3 -0.1 -0.1 1.8 1.4 1.4
1.5 0.4 -0.1 -0.3 1.9 1.4 1.3
160.00 -----------------------------------------------------
1.5 0.4 -0.1 -0.3 1.9 1.4 1.3
1.5 0.9 -0.1 -0.7 2.4 1.4 0.8
151.00 -----------------------------------------------------
-2.5 2.0 0.1 -2.2 0.4 2.3 4.6
-2.5 2.6 0.1 -2.8 0.2 2.3 5.2
140.00 =====================================================
-0.1 -1.8 0.1 1.6 1.9 0.0 1.5
-0.1 -1.3 0.1 1.1 1.4 0.0 1.0
131.00 -----------------------------------------------------
-0.2 -1.2 0.1 1.1 1.4 0.0 0.9
-0.2 -0.6 0.1 0.5 0.8 0.0 0.3
120.00 -----------------------------------------------------
-0.2 -0.6 0.1 0.5 0.8 0.0 0.3
-0.2 -0.4 0.1 0.3 0.6 0.0 0.1
115.00 -----------------------------------------------------
-0.2 -0.4 0.1 0.3 0.6 0.0 0.1
-0.2 -0.2 0.1 0.1 0.4 0.0 0.1
111.10 -----------------------------------------------------
-0.1 -0.2 0.1 0.1 0.4 0.0 0.1
-0.1 0.7 0.1 -0.9 0.6 0.0 1.0
90.00 =====================================================
-0.1 -1.2 0.1 1.1 1.3 0.0 1.0
-0.1 -0.2 0.1 0.2 0.3 0.0 0.1
67.50 -----------------------------------------------------
-0.1 -0.2 0.1 0.2 0.3 0.0 0.1
-0.1 -0.1 0.1 0.0 0.2 0.0 0.1
63.95 -----------------------------------------------------
-0.1 -0.1 0.1 0.0 0.2 0.0 0.0
-0.1 0.7 0.1 -0.7 0.6 0.0 0.8
45.00 =====================================================
0.0 -0.7 0.0 0.7 0.7 0.1 0.6
0.0 0.2 0.0 -0.2 0.1 0.0 0.2
22.50 -----------------------------------------------------
0.0 0.2 0.0 -0.2 0.2 0.0 0.2
0.0 0.9 0.0 -0.9 0.9 0.0 0.9
0.00 -----------------------------------------------------
GUY FORCES AT MAST
==================
GUY GUY ....COMPONENTS AT MAST....... FACTOR ...GUY ANGLES....
LEVEL AZI N E DOWN TOTAL OF VERT HORIZ
FT KIP KIP KIP KIP SAFETY
280.0 0.0 11.52 -0.02 14.98 18.90 3.60 -52.44 -0.1
120.0 -2.31 3.07 4.62 6.01 11.31 -50.24 6.9
120.0 -2.26 2.99 4.50 5.85 11.62 -50.18 7.1
240.0 -2.86 -4.06 6.01 7.79 8.72 -50.41 -5.2
240.0 -3.44 -5.06 7.43 9.62 7.07 -50.56 -4.2
0.0 10.54 -0.02 13.78 17.34 3.92 -52.58 -0.1
230.0 0.0 10.44 -0.01 10.88 15.08 2.67 -46.20 -0.1
120.0 -1.56 2.06 2.53 3.61 11.16 -44.40 7.1
240.0 -2.04 -2.91 3.51 5.00 8.06 -44.64 -5.1
185.0 0.0 6.91 0.00 5.80 9.02 2.83 -40.00 0.0
120.0 -1.21 1.67 1.64 2.64 9.67 -38.47 6.0
240.0 -1.36 -1.93 1.88 3.02 8.44 -38.54 -5.2
140.0 0.0 6.43 0.00 4.12 7.64 3.34 -32.68 0.0
120.0 -1.27 1.86 1.40 2.65 9.63 -31.82 4.5
120.0 -1.25 1.82 1.37 2.60 9.81 -31.83 4.6
240.0 -1.25 -1.82 1.37 2.60 9.81 -31.83 -4.6
240.0 -1.17 -1.68 1.27 2.42 10.55 -31.83 -4.9
0.0 6.91 0.00 4.42 8.20 3.11 -32.61 0.0
90.0 0.0 5.53 0.00 2.25 5.97 3.26 -22.13 0.0
120.0 -1.03 1.55 0.75 2.01 9.72 -21.98 3.8
240.0 -0.93 -1.37 0.67 1.79 10.92 -22.04 -4.2
45.0 0.0 4.70 0.00 0.98 4.80 4.06 -11.74 0.0
120.0 -1.07 1.64 0.42 2.00 9.76 -12.06 3.1
240.0 -0.99 -1.50 0.39 1.84 10.59 -12.14 -3.3
GUY FORCES AT ANCHOR
====================
GUY GUY ....COMPONENTS AT ANCHOR..... FACTOR
LEVEL AZI RAD LAT UP TOTAL OF
FT KIP KIP KIP KIP SAFETY
280.0 0.0 12.07 -0.37 14.15 18.61 3.65
120.0 3.49 -0.35 4.43 5.65 12.03
120.0 3.36 -0.56 4.31 5.50 12.37
240.0 4.59 0.60 5.82 7.44 9.14
240.0 5.77 0.28 7.25 9.26 7.34
0.0 11.09 0.34 12.95 17.05 3.99
230.0 0.0 10.74 0.00 10.35 14.92 2.70
120.0 2.36 -0.32 2.43 3.40 11.85
240.0 3.34 0.32 3.42 4.79 8.41
185.0 0.0 7.06 0.00 5.48 8.94 2.85
120.0 1.94 -0.22 1.60 2.53 10.10
240.0 2.24 0.22 1.84 2.91 8.76
140.0 0.0 6.51 -0.20 3.87 7.58 3.37
120.0 2.18 -0.11 1.34 2.56 9.95
120.0 2.13 -0.24 1.32 2.51 10.15
240.0 2.13 0.24 1.32 2.51 10.15
240.0 1.98 0.12 1.22 2.33 10.94
0.0 6.99 0.22 4.17 8.14 3.13
90.0 0.0 5.56 0.00 2.11 5.95 3.28
120.0 1.83 -0.12 0.70 1.96 9.94
240.0 1.62 0.12 0.62 1.74 11.20
45.0 0.0 4.71 0.00 0.87 4.79 4.07
120.0 1.94 -0.11 0.35 1.97 9.88
240.0 1.78 0.11 0.32 1.82 10.74
ANCHOR LOADS (KIPS)
===================
AZI RADIUS GUY TO ......ANCHOR LOADS...... .......SHAFT FORCES.......
ELEV GUY HORIZ VERT LATER- AXIAL ...LATERAL... ANGLE
TEN- AL VERT H0RIZ
SION PLANE PLANE
FT FT
0.0 230.00 280.00 17.05 11.10 12.95 0.00 16.81 2.85 0.00
280.00 18.61 12.08 14.15 0.00 18.34 3.14 0.00
230.00 14.92 10.74 10.35 0.00 14.88 1.07 0.00
185.00 8.94 7.06 5.48 0.00 8.93 -0.31 0.00
140.00 8.14 6.99 4.17 0.00 8.04 -1.27 0.00
140.00 7.58 6.51 3.87 0.00 7.48 -1.19 0.00
90.00 5.95 5.56 2.11 0.00 5.62 -1.94 0.00
45.00 4.79 4.71 0.87 0.00 4.18 -2.34 0.00
-------------------------------------------------------
64.76 53.96 0.00 84.30 0.00 0.00 39.80
120.0 230.00 280.00 5.50 3.41 4.31 -0.46 5.39 1.07 -0.46
280.00 5.65 3.50 4.43 -0.46 5.54 1.10 -0.46
230.00 3.40 2.38 2.43 -0.32 3.39 0.31 -0.32
185.00 2.53 1.95 1.60 -0.22 2.52 -0.05 -0.22
140.00 2.51 2.14 1.32 -0.18 2.48 -0.39 -0.18
140.00 2.56 2.18 1.34 -0.18 2.53 -0.39 -0.18
90.00 1.96 1.83 0.70 -0.12 1.85 -0.66 -0.12
45.00 1.97 1.94 0.35 -0.11 1.70 -0.99 -0.11
-------------------------------------------------------
19.34 16.48 -2.04 25.41 0.00 -2.04 40.43
240.0 230.00 280.00 9.26 5.77 7.25 0.46 9.16 1.40 0.46
280.00 7.44 4.63 5.82 0.46 7.35 1.13 0.46
230.00 4.79 3.36 3.42 0.32 4.79 0.23 0.32
185.00 2.91 2.25 1.84 0.22 2.90 -0.18 0.22
140.00 2.33 1.99 1.22 0.18 2.29 -0.45 0.18
140.00 2.51 2.14 1.32 0.18 2.46 -0.49 0.18
90.00 1.74 1.63 0.62 0.12 1.62 -0.65 0.12
45.00 1.82 1.79 0.32 0.11 1.53 -0.98 0.11
-------------------------------------------------------
23.55 21.80 2.05 32.09 0.00 2.05 42.79
LOADING CONDITION B ================================== 6 iterations =======
Bare tower 100 mph wind at azimuth 90 deg
LOADING CONDITION C ================================== 6 iterations =======
Bare tower 100 mph wind at azimuth 180 deg
===============================================================================
GUYMAST 1.2 (USA)-Guyed Tower Analysis (c)1997,2004 Guymast Inc.
Tel:(416)736-7453 Fax:(416)736-4372 Web:www.guymast.com
Processed under license at:
Weisman Consultants Inc. on: 24 sep 2004 at: 16:46:01
===============================================================================
[DEMOGU1] - 300 FT GUYED TOWER ANALYSIS - OCTOBER 2004
MAXIMUM LEG LOADS AND FACE SHEARS ( KIP - stress in KSI )
=========================================================
MAST ------------- MAX LEG LOADS ------------- ---- MAX FACE SHEARS ---
ELEV AXIAL --- BENDING --- --- TOTAL ----- TORSN BEAM TOTAL
FT TENS COMP TENS COMP
300.00 ---------------------------------------------------------------------
0.0A 0.0A 0.0A 0.0A 0.0A 0.0A 0.0B 0.0B
0.3A 2.1A 2.1C 1.8A 2.4C 0.0B -0.5A 0.5B
290.00 ---------------------------------------------------------------------
0.3A 2.1A 2.1C 1.8A 2.4C 0.0B 0.5C 0.5B
0.4A 3.5A 3.4C 3.1A 3.8C 0.1B 0.6C 0.7B
287.00 ---------------------------------------------------------------------
0.5A 2.9B 4.0C 2.4B 4.6C -3.6B 2.4A 5.2C
0.7A 16.3A 14.3C 15.6A 15.0C -3.6B 2.8A 5.5C
280.00 =====================================================================
18.1A 28.2C 20.7A 11.4C 38.8A -6.9A -5.2B 11.0A
18.4A 50.6C 41.8A 33.6C 60.2A -6.9A -4.7B 10.6A
272.00 ---------------------------------------------------------------------
18.8A 50.3C 42.1A 32.9C 60.8A -1.7B -0.5C 2.2B
19.1A 53.1C 42.6B 35.3C 61.6A -1.7B 0.4A 2.0A
260.00 ---------------------------------------------------------------------
19.1A 53.1C 42.6B 35.3C 61.6A -1.7B 0.4A 2.0A
19.2A 52.0C 41.4B 34.2C 60.4B -1.7A 0.7A 2.3A
255.00 ---------------------------------------------------------------------
19.2A 52.0C 41.4B 34.2C 60.4B -1.7A 0.7A 2.3A
19.5A 37.3C 29.0B 19.2C 48.3B -1.7A 1.5A 3.2A
236.00 ---------------------------------------------------------------------
19.7A 37.6C 29.7B 19.3C 49.2B 1.9A 4.4B 5.2A
19.8A 22.8C 17.3C 4.3C 35.8C 1.9A 4.7B 5.5A
230.00 =====================================================================
25.5B 27.7C 20.4C 3.6C 44.5C 1.6A 0.6A 2.2A
25.9B 23.5C 13.2C 0.0A 37.7C 1.6A 1.1B 2.4A
207.50 ---------------------------------------------------------------------
25.9B 23.5C 13.2C 0.0A 37.7C 1.6A 1.1B 2.4A
26.1B 14.1C 8.1C 0.0A 32.7C 1.6A 1.6B 2.9A
197.11 ---------------------------------------------------------------------
26.1B 14.1C 8.1C 0.0A 32.7C 1.6A 1.6B 2.9A
26.3B 14.2B 10.0A 0.0A 36.2A 1.6A 2.2B 3.4A
185.00 =====================================================================
29.4B 11.7B 8.6A 0.0A 37.9A 1.6A -1.0C 2.4A
29.8B 11.6C 15.8C 0.0A 44.2C 1.5A -0.7C 1.8A
162.50 ---------------------------------------------------------------------
29.8B 11.6C 15.8C 0.0A 44.2C 1.5A -0.7C 1.8A
29.9B 13.0C 16.4C 0.0A 44.8C 1.5A -0.8C 1.9A
160.00 ---------------------------------------------------------------------
29.9B 13.0C 16.4C 0.0A 44.8C 1.5A -0.8C 1.9A
30.1B 18.8C 17.1C 0.0A 45.9C 1.5A -1.2C 2.4A
151.00 ---------------------------------------------------------------------
30.3B 19.0C 17.6C 0.0A 46.5C 3.3B 4.1C 6.0B
30.6B 29.0A 30.8C 0.0A 60.0C 3.4B 4.7C 6.7B
140.00 =====================================================================
35.5A 18.3A 19.2C 0.0A 54.6B -0.4B -1.8B 2.2B
35.7A 9.6B 11.3B 0.0A 47.0B -0.3B -1.3B 1.6B
131.00 ---------------------------------------------------------------------
35.7A 9.6B 11.4B 0.0A 47.1B -0.3B -1.3B 1.5B
36.1A 4.2A 5.6B 0.0A 41.6B -0.2B -0.6A 0.8B
120.00 ---------------------------------------------------------------------
36.1A 4.2A 5.6B 0.0A 41.6B -0.2B -0.6A 0.8B
36.2A 4.7A 4.2B 0.0A 40.4B -0.2B -0.4A 0.6A
115.00 ---------------------------------------------------------------------
36.2A 4.7A 4.2B 0.0A 40.4B -0.2A -0.4A 0.6A
36.3A 4.8A 3.6B 0.0A 39.9B -0.2A -0.3C 0.4A
111.10 ---------------------------------------------------------------------
36.3A 4.8A 3.6B 0.0A 39.9B -0.1A -0.3C 0.4A
36.7A 8.3C 8.7C 0.0A 44.5B -0.1A 1.1C 1.1C
90.00 =====================================================================
37.9A 7.7C 7.7C 0.0A 44.8B -0.1A -1.3B 1.3A
38.4A 6.0A 10.6A 0.0A 49.0A 0.1B -0.3B 0.3A
67.50 ---------------------------------------------------------------------
38.4A 6.0A 10.6A 0.0A 49.0A 0.1B -0.3B 0.3A
38.5A 6.0A 11.0A 0.0A 49.4A 0.1B -0.1A 0.2B
63.95 ---------------------------------------------------------------------
38.5A 6.0A 11.0A 0.0A 49.4A 0.2B -0.1A 0.3B
38.8A 3.8B 5.4A 0.0A 44.3A 0.3B -0.7A 1.0B
45.00 =====================================================================
39.4A 3.8B 5.8A 0.0A 45.2A 0.3B -0.9C 0.9C
39.9A 8.1C 10.9A 0.0A 50.8A 0.3B 0.2A 0.4B
22.50 ---------------------------------------------------------------------
39.9A 8.1C 10.9A 0.0A 50.8A 0.4B 0.2A 0.5B
40.3A 0.0A 0.0C 0.0A 40.3A 0.5B 0.9A 1.4B
0.00 ---------------------------------------------------------------------
MAXIMUM MAST DEFORMATION CALCULATED
===================================
MAST .......DEFLECTIONS (FT)......... .........ROTATIONS (DEG).........
ELEV ..... HORIZONTAL ...... DOWN ........ TILT .......... TWIST
FT NORTH EAST TOTAL NORTH EAST TOTAL
300.0 -0.53A -0.72B 0.72B 0.03A -1.01C 0.57B 1.02C -0.45A
290.0 -0.63A -0.82B 0.82B 0.03A -1.01C 0.58B 1.02C -0.45A
287.0 -0.66A -0.85B 0.85B 0.03A -1.02C 0.58B 1.02C -0.45A
----------------------------------------------------------------------
280.0 -0.72A -0.92B 0.92B 0.03A -1.05C 0.61B 1.05C -0.44A
----------------------------------------------------------------------
272.0 -0.80A -1.00B 1.00B 0.03A -0.91C 0.50B 0.91C -0.69A
260.0 -0.87A -1.08B 1.08B 0.03A -0.64C 0.26B 0.64C -0.78A
255.0 -0.89A -1.09B 1.09B 0.03A -0.52C 0.15B 0.52C -0.93A
236.0 0.99C -1.08B 1.08B 0.03A -0.14C -0.20B 0.21A -1.49A
----------------------------------------------------------------------
230.0 1.00C -1.06B 1.06B 0.03A -0.16A -0.26B 0.27B -1.29A
----------------------------------------------------------------------
207.5 0.97C -0.92B 0.97C 0.02A -0.29A -0.44B 0.44B -0.66A
197.1 0.92C -0.83B 0.92C 0.02A -0.32A -0.48B 0.48B -0.56B
----------------------------------------------------------------------
185.0 0.85C -0.74B 0.86C 0.02A 0.33C -0.45B 0.45B -0.56B
----------------------------------------------------------------------
162.5 0.72C -0.57B 0.73C 0.02A 0.36C -0.38B 0.38B -0.45B
160.0 0.70C -0.56B 0.71C 0.02A 0.37C -0.37B 0.38B -0.45B
151.0 0.65C -0.50B 0.66C 0.02A 0.37C -0.34B 0.37C -0.44B
----------------------------------------------------------------------
140.0 0.58C -0.44B 0.59C 0.02A 0.30C -0.25B 0.31C -0.28B
----------------------------------------------------------------------
131.0 0.54C -0.41B 0.55C 0.02A 0.26C -0.20B 0.27C -0.29B
120.0 0.49C -0.37B 0.50C 0.01A 0.23C -0.17B 0.25C -0.30B
115.0 0.47C -0.36B 0.48C 0.01A 0.23C -0.16B 0.25C -0.32B
111.1 0.45C -0.35B 0.46C 0.01A 0.23C -0.16B 0.25C -0.33B
----------------------------------------------------------------------
90.0 0.37C -0.29B 0.38C 0.01A 0.20C -0.13B 0.21C -0.35B
----------------------------------------------------------------------
67.5 -0.31A -0.24B 0.31A 0.01A 0.20C -0.14B 0.20C -0.34B
64.0 -0.30A -0.23B 0.30A 0.01A 0.20C -0.15B 0.21C -0.33B
----------------------------------------------------------------------
45.0 -0.24A -0.18B 0.24A 0.01A -0.23A -0.18B 0.23A -0.27B
----------------------------------------------------------------------
22.5 -0.13A -0.10B 0.13A 0.00A -0.30A -0.23B 0.31A -0.16B
0.0 0.00A 0.00A 0.00A 0.00A -0.36A -0.27B 0.36A 0.00A
MAXIMUM ANTENNA ROTATIONS
=========================
ELEV ORIENTATION ........ BEAM DEFLECTIONS (DEG) .....
FT AZI ELEV ROLL YAW PITCH TOTAL
DEG DEG
300.0 0.0 0.0 -0.573 B 0.453 A 1.012 C 1.012 C
287.0 296.0 0.0 0.871 C 0.452 A 0.536 C 0.563 B
287.0 0.0 0.0 -0.578 B 0.453 A 1.018 C 1.019 C
280.0 0.0 0.0 -0.606 B 0.445 A 1.046 C 1.057 C
272.0 105.0 0.0 -0.860 C 0.692 A -0.473 B 0.704 A
272.0 296.0 0.0 0.787 C 0.692 A 0.460 C 0.723 A
272.0 0.0 0.0 -0.503 B 0.693 A 0.909 C 0.930 C
236.0 105.0 0.0 -0.164 C 1.489 A 0.206 B 1.502 A
236.0 0.0 0.0 0.196 B 1.489 A 0.139 C 1.494 A
151.0 241.0 0.0 -0.323 C 0.444 B -0.335 B 0.556 B
151.0 0.0 0.0 0.344 B 0.444 B -0.370 C 0.450 B
140.0 0.0 0.0 0.252 B 0.278 B -0.301 C 0.311 C
131.0 0.0 0.0 0.200 B 0.290 B -0.256 C 0.297 B
MAXIMUM INTERNAL MAST FORCES
=============================
MAST TOTAL ......SHEAR...... .......MOMENT..... TORSION
ELEV AXIAL N - S E - W N - S E - W
FT KIP KIP KIP FT-KIP FT-KIP FT-KIP
300.0 ......................................................................
0.01 A -0.05 A -0.05 B 0.00 A 0.00 B 0.00 A
0.82 A -0.86 A -0.75 B 4.59 A 3.96 B -0.09 B
290.0 ......................................................................
0.82 A 0.86 C -0.75 B 4.59 A 3.96 B -0.11 B
1.06 A 1.11 C -0.96 B 7.55 A 6.52 B -0.12 B
287.0 ......................................................................
1.63 A -3.85 A -3.64 B -8.73 C 6.58 B 7.74 B
2.20 A -4.43 A -4.13 B 35.28 A 33.75 B 7.70 B
--------------------------------------------------------------------------------
* + + & & @
280.0 51.31 A 11.19 A 12.90 B 91.86 C -67.86 B 15.59 A
--------------------------------------------------------------------------------
54.43 A -5.99 C 7.73 B 61.04 C -33.76 B 14.86 A
55.08 A -5.27 C 7.11 B 109.47 C -96.29 B 14.87 A
272.0 ......................................................................
56.30 A -0.85 C 0.78 B 108.86 C -97.54 B 3.75 B
57.29 A -0.67 A -0.21 B 114.92 C -103.56 B 3.67 B
260.0 ......................................................................
57.29 A -0.67 A -0.21 B 114.92 C -103.56 B 3.63 B
57.54 A -1.08 A -0.55 B 112.64 C -101.86 B 3.64 A
255.0 ......................................................................
57.54 A -1.08 A -0.55 B 112.64 C -101.86 B 3.67 A
58.49 A -2.62 A -1.86 B 80.81 C -75.34 B 3.70 A
236.0 ......................................................................
59.14 A -5.08 A -6.56 B 81.49 C -76.64 B -4.09 A
59.44 A -5.56 A -6.98 B 49.36 C -33.66 B -4.08 A
--------------------------------------------------------------------------------
* + + & & @
230.0 17.63 B 6.83 A 7.53 B -11.35 A -12.29 B 0.55 A
--------------------------------------------------------------------------------
76.63 B 0.70 A -0.57 C 59.90 C -45.95 B -3.50 A
77.76 B 1.44 C -1.69 B 50.83 C -26.98 B -3.47 A
207.5 ......................................................................
77.76 B 1.44 C -1.69 B 50.83 C -26.98 B -3.46 A
78.29 B 2.27 C -2.40 B 30.62 C -5.01 B -3.44 A
197.1 ......................................................................
78.29 B 2.27 C -2.40 B 30.62 C -5.01 B -3.42 A
78.90 B 3.22 C -3.23 B 23.27 A 30.05 B -3.40 A
--------------------------------------------------------------------------------
* + + & & @
185.0 9.65 C -4.75 C 4.56 B 6.29 C -6.06 B 0.26 B
--------------------------------------------------------------------------------
88.31 B 1.37 A 1.28 B 17.46 A 23.99 B -3.36 A
89.45 B 0.57 C -0.98 C 8.94 C 34.27 C -3.33 A
162.5 ......................................................................
89.45 B 0.57 C -0.98 C 8.94 C 34.27 C -3.33 A
89.57 B 0.76 C -0.98 C 8.48 A 36.70 C -3.32 A
160.0 ......................................................................
89.57 B 0.76 C -0.98 C 8.48 A 36.70 C -3.31 A
90.40 B 1.60 C -1.20 B 17.37 A 44.93 C -3.30 A
151.0 ......................................................................
90.85 B 5.26 C -4.02 B 17.91 A 45.76 C -7.24 B
91.87 B 6.30 C -4.97 B -66.61 C 71.10 B -7.33 B
--------------------------------------------------------------------------------
* + + & & @
140.0 13.97 C -9.89 C 8.36 B 24.93 C -24.60 B 9.17 B
--------------------------------------------------------------------------------
106.37 A 2.96 A 2.74 B -41.68 C 46.47 B 0.80 B
107.20 A 2.10 A 1.95 B -21.36 C 26.23 B 0.72 B
131.0 ......................................................................
107.25 A 2.04 A 1.90 B -21.30 C 26.29 B 0.56 B
108.27 A 0.98 A 0.91 B -6.99 C 11.05 B 0.46 B
120.0 ......................................................................
108.27 A 0.98 A 0.91 B -6.99 C 11.06 B 0.41 B
108.58 A 0.57 A 0.54 B 5.41 B -10.01 A 0.37 B
115.0 ......................................................................
108.58 A 0.57 A 0.54 B 5.41 B -10.01 A 0.35 A
108.82 A 0.25 A 0.52 C 5.76 B -9.15 A 0.34 A
111.1 ......................................................................
108.82 A 0.25 A 0.52 C 5.76 B -9.15 A 0.31 A
110.10 A 1.60 C -1.26 B -18.84 C 15.41 B 0.28 A
--------------------------------------------------------------------------------
* + + & & @
90.0 3.67 A -3.62 C 3.15 B 2.25 C -1.99 B 0.16 B
--------------------------------------------------------------------------------
113.77 A 2.02 A 1.89 B -16.59 C 13.42 B 0.22 A
115.15 A 0.36 A 0.38 B -22.94 A -12.80 B -0.24 B
67.5 ......................................................................
115.15 A 0.36 A 0.38 B -22.94 A -12.80 B -0.27 B
115.36 A 0.11 A 0.15 B -23.74 A -13.74 B -0.29 B
64.0 ......................................................................
115.36 A 0.11 A 0.15 B -23.74 A -13.74 B -0.43 B
116.52 A 1.20 C -1.04 B -11.74 A -7.04 C -0.57 B
--------------------------------------------------------------------------------
* + + & & @
45.0 1.78 A -2.74 C 2.41 B 0.85 C -0.77 B 0.14 B
--------------------------------------------------------------------------------
118.30 A -1.39 C 1.18 B -12.57 A -7.03 C -0.59 B
119.67 A -0.30 A -0.16 C -23.69 A -18.19 B -0.74 B
22.5 ......................................................................
119.67 A -0.30 A -0.16 C -23.69 A -18.19 B -0.88 B
121.05 A -1.63 A -1.36 B 0.00 A 0.00 B -1.02 B
--------------------------------------------------------------------------------
base
reaction 121.05 A 1.02 A 0.89 B 0.00 A 0.00 C 1.02 B
--------------------------------------------------------------------------------
* VERTICAL GUY LOAD & GUY ECCENTRIC MOMENT
+ HORIZONTAL REACTION @ TORSIONAL RESISTANCE
MAXIMUM GUY FORCES AT MAST
==========================
GUY GUY .......COMPONENTS AT MAST....... FACTOR ...GUY ANGLES...
LEVEL AZI N E DOWN TOTAL OF VERT HORIZ
FT KIP KIP KIP KIP SAFETY
280.0 0.0 11.5A -0.5B 15.0A 18.9A 3.6A -52.4A -5.2B
120.0 -5.6B 9.2B 14.0B 17.7B 3.8B -52.5C 6.9A
120.0 -5.8B 9.6B 14.5B 18.3B 3.7B -52.4B 7.1A
240.0 -3.9C -7.6C 11.1C 14.0C 4.9C -52.4C -5.2A
240.0 -3.4A -6.0C 8.9C 11.1C 6.1C -52.8C 5.0B
0.0 10.5A -0.5B 13.8A 17.3A 3.9A -52.6A -4.4B
230.0 0.0 10.4A -0.4B 10.9A 15.1A 2.7A -46.2A -4.3B
120.0 -5.5B 9.2B 11.2B 15.5B 2.6B -46.2C 7.1A
240.0 -3.3C -6.4C 7.5C 10.4C 3.9C -46.3C 6.4B
185.0 0.0 6.9A -0.3B 5.8A 9.0A 2.8A -40.0A -4.0B
120.0 -3.4B 5.7B 5.6B 8.7B 2.9B -40.1C 6.0A
240.0 -2.8C -5.2C 4.9C 7.6C 3.3C -40.0C 5.8B
140.0 0.0 6.4A -0.2B 4.1A 7.6A 3.3A -32.7A -3.3B
120.0 -3.0B 5.0B 3.8B 6.9B 3.7B -32.9C 4.5A
120.0 -3.3B 5.5B 4.1B 7.6B 3.4B -33.0C 4.6A
240.0 -2.9C -5.4C 3.9C 7.2C 3.5C -32.6C 5.0B
240.0 -3.0C -5.6C 4.0C 7.5C 3.4C -32.6C -4.9A
0.0 6.9A -0.2B 4.4A 8.2A 3.1A -32.6A -3.9B
90.0 0.0 5.5A -0.2B 2.3A 6.0A 3.3A -25.6C -3.4B
120.0 -2.4B 4.0B 1.9B 5.1B 3.9B -22.5C 3.8A
240.0 -2.1C -3.8C 1.8C 4.7C 4.1C -22.3C -4.2A
45.0 0.0 4.7A -0.1B 1.0A 4.8A 4.1A -14.4C -3.0B
120.0 -2.1B 3.5B 0.9B 4.1B 4.7B -12.1A 3.1A
240.0 -1.7C -3.1C 0.8C 3.6C 5.4C -12.8B -3.3A
MAXIMUM GUY FORCES AT ANCHOR
============================
GUY GUY ......COMPONENTS AT ANCHOR...... FACTOR
LEVEL AZI RAD LAT VERT TOTAL OF
FT KIP KIP KIP KIP SAFETY
280.0 0.0 12.1A 0.4B 14.2A 18.6A 3.7A
120.0 11.3B 0.7C 13.2B 17.4B 3.9B
120.0 11.7B -0.6B 13.7B 18.0B 3.8B
240.0 8.9C 0.6A 10.4C 13.7C 5.0C
240.0 7.1C -0.7C 8.2C 10.8C 6.3C
0.0 11.1A 0.8B 12.9A 17.1A 4.0A
230.0 0.0 10.7A 0.4B 10.3A 14.9A 2.7A
120.0 11.0B 0.3C 10.6B 15.3B 2.6B
240.0 7.4C -0.3C 7.1C 10.3C 3.9C
185.0 0.0 7.1A 0.3B 5.5A 8.9A 2.9A
120.0 6.8B 0.2C 5.3B 8.6B 3.0B
240.0 6.0C -0.2C 4.6C 7.6C 3.4C
140.0 0.0 6.5A -0.2A 3.9A 7.6A 3.4A
120.0 5.9B 0.3C 3.5B 6.9B 3.7B
120.0 6.5B -0.3B 3.8B 7.5B 3.4B
240.0 6.2C 0.2A 3.7C 7.2C 3.5C
240.0 6.4C -0.4C 3.8C 7.4C 3.4C
0.0 7.0A 0.3B 4.2A 8.1A 3.1A
90.0 0.0 5.6A 0.2B 2.1A 5.9A 3.3A
120.0 4.7B 0.1C 1.8B 5.0B 3.9B
240.0 4.4C -0.1C 1.6C 4.7C 4.2C
45.0 0.0 4.7A 0.1B 0.9A 4.8A 4.1A
120.0 4.1B 0.1C 0.7B 4.1B 4.7B
240.0 3.6C -0.1C 0.6C 3.6C 5.4C
MAXIMUM ANCHOR LOADS
====================
AZI RADIUS GUY TO ....ANCHOR LOADS..... .........SHAFT FORCES.........
DEG FT ELEV HORIZ VERT LATER- AXIAL ...LATERAL... ANGLE
FT KIP AL KIP VERT HORIZ DEG
KIP KIP PLANE PLANE
KIP KIP
0.0 230.0 280.0 11.1A 12.9A 0.6B 16.8A 2.8A 0.6B
280.0 12.1A 14.2A 0.6B 18.3A 3.1A 0.6B
230.0 10.7A 10.3A 0.4B 14.9A 1.1A 0.4B
185.0 7.1A 5.5A 0.3B 8.9A -0.3A 0.3B
140.0 7.0A 4.2A 0.2B 8.0A -1.3A 0.2B
140.0 6.5A 3.9A 0.2B 7.5A -1.2A 0.2B
90.0 5.6A 2.1A 0.2B 5.6A -1.9A 0.2B
45.0 4.7A 0.9A 0.1B 4.2A -2.3A 0.1B
-------------------------------------------------
64.8A 54.0A 2.5B 84.3A 0.0A 2.5B 39.8A
120.0 230.0 280.0 11.7B 13.7B 0.5C 17.8B 2.9B 0.5C
280.0 11.3B 13.2B 0.5C 17.2B 2.8B 0.5C
230.0 11.0B 10.6B 0.3C 15.3B 1.0B 0.3C
185.0 6.8B 5.3B 0.2C 8.6B -0.4B 0.2C
140.0 6.5B 3.8B 0.2C 7.4B -1.3B 0.2C
140.0 5.9B 3.5B 0.2C 6.8B -1.2B 0.2C
90.0 4.7B 1.8B 0.1C 4.7B -1.7B 0.1C
45.0 4.1B 0.7B 0.1C 3.6B -2.1B 0.1C
-------------------------------------------------
62.0B 52.7B 2.1C 81.4B 0.0C 2.1C 40.4B
240.0 230.0 280.0 7.1C 8.2C 0.5A 10.7C 1.9C 0.5A
280.0 8.9C 10.4C -0.5C 13.5C 2.6C -0.5C
230.0 7.4C 7.1C -0.3C 10.2C 0.9C -0.3C
185.0 6.0C 4.6C -0.2C 7.6C -0.2A -0.2C
140.0 6.4C 3.8C -0.2C 7.4C -1.0C -0.2C
140.0 6.2C 3.7C -0.2C 7.1C -1.0C -0.2C
90.0 4.4C 1.6C -0.1C 4.5C -1.5C -0.1C
45.0 3.6C 0.6C -0.1C 3.2C -1.7C -0.1C
-------------------------------------------------
49.9C 40.2C -2.1C 64.0C 0.0C -2.1C 38.9C
===============================================================================
ORIGINAL DATA FILE :
c:\Documents and Settings\sean\My Documents\Projects\Website\input-samples\demo
===============================================================================
[DEMOGU1] - 300 FT GUYED TOWER ANALYSIS - OCTOBER 2004
MAST DATA
120.0 4 3 2.5 1.25 3.98 .44 .061 29000.0 .0000116
160.0 3 2* 1.666 3.98 .79 .093
260.0 4 2* 1.25 3.14 .44 .051
300.0 3 2* 1.666 3.14 .79 .082
GUY GEOMETRY
45.0 0. .4375 45.0 230.0 1.44 0. 1.95 2 120 120
90.0 0. .4375 90.0 230.0 1.44 0. 1.95
140.0 0. .50 140.0 230.0 8.08 60. 2.55
140.0 120. .50 140.0 230.0 8.08 60. 2.55
185.0 0. .50 185.0 230.0 1.44 0. 2.55
230.0 0. .625 230.0 230.0 1.44 0. 4.03
280.0 0. .75 280.0 230.0 8.08 60. 6.80
280.0 120. .75 280.0 230.0 8.08 60. 6.80
GUY MATERIAL PROPERTIES
45.0 0. 19.50 .388 .115 26800. .000012 0 2 120
90.0 0. 19.50 .388 .115 26800. .000012
140.0 0. 25.50 .525 .15 25500. .000012
140.0 120. 25.50 .525 .15 25500. .000012
185.0 0. 25.50 .525 .15 25500. .000012
230.0 0. 40.30 .819 .234 25500. .000012
280.0 0. 68.0 1.18 .338 24200. .000012
280.0 120. 68.0 1.18 .338 24200. .000012
Bare tower 100 mph wind at azimuth 0 deg
MAST LOADING
D 300. -.0815 0 .081 -.0036 0 0
D 280 -.0822 0 .0811 -.0036 0 .0006
D 280 -.0888 0 .0815 -.0038 -.0002 .0032
D 260. -.0979 0 .0822 -.0041 -.0002 .0031
D 260. -.0821 0 .0501 -.0041 -.0002 .0032
D 160. -.0774 0 .0506 -.0042 -.0002 .0028
D 160. -.0921 0 .0918 -.0042 -.0002 .0027
D 120. -.0974 0 .0933 -.0048 .0006 -.0032
D 120. -.0825 0 .061 -.0048 .0006 -.0031
D 0 -.0571 0 .061 -.0048 .0006 -.0021
C 300. -.0467 0 .0109 0 0 0
C 287. -.2125 0 .1285 .1904 -.0596 .1093
C 280. -1.2568 0 .9115 0 0 0
C 272. -.3633 0 .235 .1619 .0937 -.1299
C 236. -.1479 0 .1065 -.0285 .1533 -.1895
C 151. -.2248 0 .1065 -.1185 -.1013 .2766
C 140. -1.031 0 .9115 0 0 0
C 131. -.0566 0 .0441 -.0567 -.0675 .0867
c 287.00 -2.530 .604 .442 1.08 .00 -.65 296.00
c 272.00 -2.397 1.162 .541 -.66 1.15 -7.91 105.00
c 272.00 -1.759 1.354 .447 1.10 .00 -3.25 296.00
c 236.00 -2.306 1.118 .541 -.66 1.15 -7.61 105.00
c 151.00 -2.001 -.420 .342 -.42 -.73 8.36 241.00
GUY LOADING
0 100. 0 0 0 56 .01 1 1 1.00 1.00 1.00
SUPPRESS PRINTING
8*0
Bare tower 100 mph wind at azimuth 90 deg
MAST LOADING
D 300. 0 -.0698 .081 -.0036 0 -.0093
D 280 0 -.0705 .0811 -.0036 0 -.0096
D 280 0 -.0766 .0815 -.0038 -.0002 -.0116
D 260. 0 -.0844 .0822 -.0041 -.0002 -.0143
D 260. 0 -.0686 .0501 -.0041 -.0002 -.0144
D 160. 0 -.0687 .0506 -.0042 -.0002 -.0152
D 160. 0 -.0841 .0918 -.0042 -.0002 -.015
D 120. 0 -.09 .0933 -.0048 .0006 -.018
D 120. 0 -.0752 .061 -.0048 .0006 -.0175
D 0 0 -.0521 .061 -.0048 .0006 -.0121
C 300. 0 -.0467 .0109 0 0 0
C 287. 0 -.2883 .1285 .1904 -.0596 .463
C 280. 0 -1.2568 .9115 0 0 1.1311
C 272. 0 -.5126 .235 .1619 .0937 .3546
C 236. 0 -.2196 .1065 -.0285 .1533 -.0854
C 151. 0 -.0987 .1065 -.1185 -.1013 -.0928
C 140. 0 -1.031 .9115 0 0 .9279
C 131. 0 -.0566 .0441 -.0567 -.0675 -.0727
c 287.00 -.022 -2.390 .442 1.08 .00 7.43 296.00
c 272.00 .681 -4.673 .541 -.66 1.15 -2.94 105.00
c 272.00 .410 -1.145 .447 1.10 .00 3.26 296.00
c 236.00 .654 -4.488 .541 -.66 1.15 -2.82 105.00
c 151.00 -.032 -2.722 .342 -.42 -.73 -6.78 241.00
GUY LOADING
90. 100. 0 0 0 56 .01 1 1 1.00 1.00 1.00
SUPPRESS PRINTING
0,1,1,1,4*0
Bare tower 100 mph wind at azimuth 180 deg
MAST LOADING
D 300. .0815 0 .081 -.0036 0 0
D 280 .0822 0 .0811 -.0036 0 -.0006
D 280 .0888 0 .0815 -.0038 -.0002 -.0032
D 260. .0979 0 .0822 -.0041 -.0002 -.0031
D 260. .0821 0 .0501 -.0041 -.0002 -.0032
D 160. .0774 0 .0506 -.0042 -.0002 -.0028
D 160. .0921 0 .0918 -.0042 -.0002 -.0027
D 120. .0974 0 .0933 -.0048 .0006 .0032
D 120. .0825 0 .061 -.0048 .0006 .0031
D 0 .0571 0 .061 -.0048 .0006 .0021
C 300. .0467 0 .0109 0 0 0
C 287. .2125 0 .1285 .1904 -.0596 -.1093
C 280. 1.2568 0 .9115 0 0 0
C 272. .3633 0 .235 .1619 .0937 .1299
C 236. .1479 0 .1065 -.0285 .1533 .1894
C 151. .2248 0 .1065 -.1185 -.1013 -.2766
C 140. 1.031 0 .9115 0 0 0
C 131. .0566 0 .0441 -.0567 -.0675 -.0867
c 287.00 1.555 .309 .442 1.08 .00 -7.28 296.00
c 272.00 2.405 -1.179 .541 -.66 1.15 5.51 105.00
c 272.00 1.653 -.989 .447 1.10 .00 .41 296.00
c 236.00 2.310 -1.133 .541 -.66 1.15 5.29 105.00
c 151.00 3.443 4.148 .342 -.42 -.73 .43 241.00
GUY LOADING
180. 100. 0 0 0 56 .01 1 1 1.00 1.00 1.00
===============================================================================
END OF FILE
ELAPSED CPU TIME 0.63 SECONDS.
===============================================================================