===============================================================================
MAST 1.2 - Latticed Tower Analysis (Unguyed) (c)1997,2004 Guymast Inc.
Tel:(416)736-7453 Fax:(416)736-4372 Web:www.guymast.com
Processed under license at:
Weisman Consultants Inc. on: 24 sep 2004 at: 16:58:12
===============================================================================
[DEMOSU1] - 150ft self-supporting tower analysis - October 2004
MAST GEOMETRY ( ft )
====================
PANEL NO.OF ELEV.AT ELEV.AT F.W..AT F.W..AT TYPICAL
TYPE LEGS BOTTOM TOP BOTTOM TOP PANEL
HEIGHT
X 4 120.00 150.00 5.00 5.00 5.00
X 4 60.00 120.00 11.00 5.00 10.00
X 4 0.00 60.00 17.00 11.00 20.00
MEMBER PROPERTIES
=================
MEMBER BOTTOM TOP X-SECTN RADIUS ELASTIC THERMAL
TYPE ELEV ELEV AREA OF GYRAT MODULUS EXPANSN
ft ft in.sq in ksi /deg
LE 120.00 150.00 1.704 0.000 29000. 0.0000000
LE 100.00 120.00 3.016 0.000 29000. 0.0000000
LE 80.00 100.00 4.407 0.000 29000. 0.0000000
LE 60.00 80.00 5.581 0.000 29000. 0.0000000
LE 20.00 60.00 8.399 0.000 29000. 0.0000000
LE 0.00 20.00 11.908 0.000 29000. 0.0000000
DI 120.00 150.00 0.621 0.000 29000. 0.0000000
DI 60.00 120.00 0.799 0.000 29000. 0.0000000
DI 0.00 60.00 2.228 0.000 29000. 0.0000000
HO 125.00 150.00 1.242 0.000 29000. 0.0000000
HO 100.00 120.00 0.969 0.000 29000. 0.0000000
HO 70.00 100.00 0.844 0.000 29000. 0.0000000
HO 40.00 60.00 1.805 0.000 29000. 0.0000000
================================================================================
LOADING CONDITION A =========================================================
BARE - 100 mph wind AT AZIMUTH 0
MAST LOADING
============
LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS......
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
C 128.0 9.00 225.0 0.0 0.32 0.06 0.00 0.00
C 125.0 4.50 45.0 0.0 0.10 0.06 0.00 0.00
C 90.0 4.50 45.0 0.0 0.04 0.03 0.00 0.00
C 45.0 9.00 225.0 0.0 0.24 0.06 0.00 0.00
C 32.0 3.18 0.0 0.0 0.13 0.13 0.00 0.00
D 150.0 0.00 0.0 0.0 0.15 0.07 0.00 -0.02
D 80.0 0.00 0.0 0.0 0.16 0.12 0.01 0.06
D 80.0 0.00 0.0 0.0 0.18 0.14 0.01 0.07
D 0.0 0.00 0.0 0.0 0.20 0.27 0.04 0.21
ANTENNA LOADING
===============
.......ANTENNA....... ATTACHMENT ...........ANTENNA FORCES..........
TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION
ft ft kip kip kip ft-kip
STD 125.0 27.0 4.5 45.0 1.77 0.02 0.17 0.25
HP 90.0 90.0 6.7 45.0 -0.01 -0.07 0.04 -0.02
HP 32.0 300.0 11.0 315.0 0.72 0.29 0.28 -0.03
HP 32.0 45.0 11.0 45.0 1.51 -0.38 0.45 0.46
SUPPRESS PRINTING
=================
...FOR THIS LOADING.. .........MAXIMUMS..........
LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN
INPUT FORCES LOADS FORCES LOADS
no no no no no no no no
================================================================================
LOADING CONDITION B =========================================================
BARE - 100 mph wind AT AZIMUTH 90
MAST LOADING
============
LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS......
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
C 128.0 9.00 225.0 90.0 0.32 0.06 0.00 0.02
C 125.0 4.50 45.0 90.0 0.10 0.06 0.00 0.02
C 90.0 4.50 45.0 90.0 0.04 0.03 0.00 0.02
C 45.0 9.00 225.0 90.0 0.24 0.06 0.00 0.02
C 32.0 3.18 0.0 90.0 0.13 0.13 0.00 0.02
D 150.0 0.00 0.0 90.0 0.15 0.07 0.00 0.02
D 80.0 0.00 0.0 90.0 0.16 0.12 0.01 -0.06
D 80.0 0.00 0.0 90.0 0.18 0.14 0.01 -0.07
D 0.0 0.00 0.0 90.0 0.20 0.27 0.04 -0.16
ANTENNA LOADING
===============
.......ANTENNA....... ATTACHMENT ...........ANTENNA FORCES..........
TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION
ft ft kip kip kip ft-kip
STD 125.0 27.0 4.5 45.0 1.84 0.40 0.17 -0.54
HP 90.0 90.0 6.7 45.0 0.14 0.00 0.04 0.00
HP 32.0 300.0 11.0 315.0 -0.77 0.10 0.28 0.25
HP 32.0 45.0 11.0 45.0 1.51 0.38 0.45 -0.46
SUPPRESS PRINTING
=================
...FOR THIS LOADING.. .........MAXIMUMS..........
LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN
INPUT FORCES LOADS FORCES LOADS
no yes yes yes no no no no
================================================================================
LOADING CONDITION C =========================================================
BARE - 100 mph wind AT AZIMUTH 180
MAST LOADING
============
LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS......
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
C 128.0 9.00 225.0 180.0 0.32 0.06 0.00 0.00
C 125.0 4.50 45.0 180.0 0.10 0.06 0.00 0.00
C 90.0 4.50 45.0 180.0 0.04 0.03 0.00 0.00
C 45.0 9.00 225.0 180.0 0.24 0.06 0.00 0.00
C 32.0 3.18 0.0 180.0 0.13 0.13 0.00 0.00
D 150.0 0.00 0.0 180.0 0.15 0.07 0.00 0.02
D 80.0 0.00 0.0 180.0 0.16 0.12 0.01 -0.06
D 80.0 0.00 0.0 180.0 0.18 0.14 0.01 -0.07
D 0.0 0.00 0.0 180.0 0.20 0.27 0.04 -0.21
ANTENNA LOADING
===============
.......ANTENNA....... ATTACHMENT ...........ANTENNA FORCES..........
TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION
ft ft kip kip kip ft-kip
STD 125.0 27.0 4.5 45.0 -0.88 0.44 0.17 0.71
HP 90.0 90.0 6.7 45.0 -0.01 0.07 0.04 0.02
HP 32.0 300.0 11.0 315.0 -0.57 -0.30 0.28 -0.46
HP 32.0 45.0 11.0 45.0 -1.30 0.29 0.45 0.88
SUPPRESS PRINTING
=================
...FOR THIS LOADING.. .........MAXIMUMS..........
LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN
INPUT FORCES LOADS FORCES LOADS
no yes yes yes no no no no
===============================================================================
MAST 1.2 - Latticed Tower Analysis (Unguyed) (c)1997,2004 Guymast Inc.
Tel:(416)736-7453 Fax:(416)736-4372 Web:www.guymast.com
Processed under license at:
Weisman Consultants Inc. on: 24 sep 2004 at: 16:58:12
===============================================================================
[DEMOSU1] - 150ft self-supporting tower analysis - October 2004
LOADING CONDITION A =========================================================
BARE - 100 mph wind AT AZIMUTH 0
MAST DISPLACEMENTS:
===================
ELEV -----DEFLECTIONS (ft)---- --TILTS (DEG)-- TWIST
ft NORTH EAST DOWN NORTH EAST DEG
150.0 -0.350 -0.023 0.002 -0.245 -0.016 -0.006
145.0 -0.328 -0.021 0.002 -0.245 -0.016 -0.006
140.0 -0.307 -0.020 0.002 -0.244 -0.016 -0.006
135.0 -0.285 -0.018 0.002 -0.241 -0.016 -0.006
130.0 -0.264 -0.017 0.001 -0.236 -0.016 -0.006
125.0 -0.243 -0.016 0.001 -0.226 -0.015 -0.005
120.0 -0.223 -0.014 0.001 -0.211 -0.015 -0.004
110.0 -0.185 -0.011 0.001 -0.193 -0.014 0.000
100.0 -0.151 -0.009 0.001 -0.167 -0.012 0.001
90.0 -0.121 -0.007 0.001 -0.147 -0.010 0.002
80.0 -0.095 -0.005 0.001 -0.125 -0.008 0.003
70.0 -0.072 -0.004 0.001 -0.104 -0.007 0.003
60.0 -0.053 -0.003 0.001 -0.084 -0.005 0.003
40.0 -0.025 -0.001 0.001 -0.054 -0.003 0.002
20.0 -0.008 0.000 0.000 -0.022 -0.001 0.001
0.0 0.000 0.000 0.000 0.000 0.000 0.000
ANTENNA AND REFLECTOR ROTATIONS
===============================
ELEV AZI TYPE ......BEAM DEFLECTIONS (deg)......
ft deg * ROLL YAW PITCH TOTAL
125.0 27.0 STD 0.116 0.005 0.195 0.117
90.0 90.0 HP 0.147 0.002 -0.010 0.147
32.0 300.0 HP -0.034 0.002 0.022 0.034
32.0 45.0 HP 0.031 0.002 0.027 0.031
* EPR - Elliptical Passive Reflector
RPR - Rectangular Passive Reflector
For antenna types description please see the manual
FORCES IN MAST LEGS (kip)
========================
LENGTH ELEV ..............LEG AZIMUTHS...........
ft ft 45 135 225 315
150.0 --------
5.00 X 0.03 -0.11 -0.15 0.07
145.0 --------
5.00 X 0.23 -0.46 -0.65 0.42
140.0 --------
5.00 X 0.70 -1.09 -1.58 1.20
135.0 --------
5.00 X 1.34 -1.96 -2.94 2.38
130.0 --------
5.00 X 3.36 -3.28 -5.54 4.79
125.0 --------
5.00 X 5.47 -5.42 -8.06 6.76
120.0 --------
10.02 X 8.60 -8.70 -10.55 8.17
110.0 --------
10.02 X 13.93 -13.45 -15.15 11.35
100.0 --------
10.02 X 19.37 -18.67 -20.66 15.35
90.0 --------
10.02 X 23.76 -23.08 -25.31 18.89
80.0 --------
10.02 X 29.49 -29.12 -31.79 23.74
70.0 --------
10.02 X 33.77 -33.80 -36.72 27.52
60.0 --------
20.05 X 38.88 -38.68 -41.97 32.21
40.0 --------
20.05 X 50.88 -52.51 -56.55 42.98
20.0 --------
20.05 X 57.61 -61.87 -65.20 48.92
0.0 --------
FORCES IN MAST DIAGONALS (kip)
==============================
LENGTH ELEV .............FACE AZIMUTHS...........
ft ft 0 90 180 270
150.0 --------
7.07 X 0.02 0.12 0.00 -0.15
-0.01 -0.13 -0.03 0.14
145.0 --------
7.07 X 0.09 0.36 -0.03 -0.45
0.00 -0.39 -0.12 0.42
140.0 --------
7.07 X 0.20 0.59 -0.09 -0.77
0.04 -0.65 -0.25 0.71
135.0 --------
7.07 X 0.43 0.85 -0.26 -1.09
0.19 -0.85 -0.50 1.01
130.0 --------
7.07 X -0.28 0.57 0.42 -1.39
-0.72 -1.68 0.05 1.47
125.0 --------
7.07 X -0.54 1.97 0.13 -1.92
0.17 -3.07 -0.37 1.90
120.0 --------
11.42 X 1.10 3.17 -1.42 -2.61
1.93 -3.13 -2.02 2.18
110.0 --------
11.94 X 1.61 2.99 -1.89 -2.82
2.17 -2.92 -2.39 2.24
100.0 --------
12.51 X 1.17 2.92 -1.36 -2.88
1.59 -2.88 -1.78 2.45
90.0 --------
13.13 X 1.50 3.01 -1.73 -3.06
1.84 -2.98 -2.06 2.55
80.0 --------
13.80 X -0.17 3.06 0.11 -3.01
0.14 -3.09 -0.15 2.97
70.0 --------
14.51 X -0.16 3.19 0.06 -3.23
0.15 -3.22 -0.11 3.20
60.0 --------
23.35 X 1.46 4.80 -2.33 -5.74
1.97 -5.49 -2.42 4.98
40.0 --------
24.43 X -2.53 5.61 1.66 -6.26
-1.60 -6.61 1.80 6.27
20.0 --------
25.63 X 0.63 6.61 -1.64 -7.09
1.76 -6.78 -1.33 6.51
0.0 --------
FORCES IN MAST HORIZONTALS (kip)
================================
LENGTH ELEV .............FACE AZIMUTHS...........
ft ft 0 90 180 270
5.00 150.00 0.00 0.00 0.01 0.00
X
5.00 145.00 -0.03 0.01 0.06 0.01
X
5.00 140.00 -0.11 0.03 0.17 0.03
X
5.00 135.00 -0.31 0.02 0.39 0.05
X
5.00 130.00 0.09 0.43 0.12 0.04
X
5.00 125.00 -0.01 0.00 0.01 0.00
X
5.00 120.00 -0.29 0.37 0.55 0.06
X
6.00 110.00 -1.78 -0.04 2.00 0.25
X
7.00 100.00 -1.85 -0.04 2.07 0.27
X
8.00 90.00 -1.93 -0.09 2.17 0.28
X
9.00 80.00 -1.02 -0.01 1.15 0.15
X
10.00 70.00 -0.01 0.00 0.01 0.00
X
11.00 60.00 -0.99 0.17 1.31 0.21
X
13.00 40.00 -0.02 0.00 0.02 0.00
X
15.00 20.00 -0.01 0.00 0.01 0.00
X
FORCES IN HORIZONTAL BRACING (kip)
==================================
LENGTH ELEV ..............LEG AZIMUTHS...........
ft ft 45 135 225 315
7.07 150.00 0.00 -0.01 0.01 0.00
X
7.07 145.00 0.00 -0.02 0.02 0.00
X
7.07 140.00 0.00 -0.03 0.03 0.00
X
7.07 135.00 0.00 -0.04 0.04 0.00
X
7.07 130.00 0.00 -0.05 0.05 0.00
X
7.07 125.00 0.00 -0.06 0.05 0.00
X
7.07 120.00 0.00 -0.06 0.06 0.00
X
8.49 110.00 0.00 -0.04 0.04 0.00
X
9.90 100.00 0.00 -0.03 0.03 0.00
X
11.31 90.00 0.00 -0.02 0.02 0.00
X
12.73 80.00 0.00 -0.01 0.01 0.00
X
14.14 70.00 0.00 -0.01 0.01 0.00
X
15.56 60.00 0.00 -0.01 0.01 0.00
X
18.38 40.00 0.00 0.00 0.00 0.00
X
21.21 20.00 0.00 0.00 0.00 0.00
X
INDIVIDUAL FOUNDATION LOADS: (kip)
==================================
LEG AZI ----LOAD---COMPONENTS---- TOTAL
(DEG) NORTH EAST DOWN SHEAR
45.0 -7.52 -4.26 -63.36 8.65
135.0 -7.84 4.40 68.93 8.99
225.0 -8.25 -4.33 72.26 9.32
315.0 -7.05 3.06 -53.73 7.68
TOTAL LOADS ON FOUNDATION : (kip & kip-ft)
==========================================
------HORIZONTAL----- DOWN ---------OVERTURNING--------- TORSION
NORTH EAST TOTAL NORTH EAST TOTAL
@ 182.1 @ 182.9
-30.7 -1.1 30.7 24.1 -2195.4 -110.2 2198.1 10.2
LOADING CONDITION B =========================================================
BARE - 100 mph wind AT AZIMUTH 90
LOADING CONDITION C =========================================================
BARE - 100 mph wind AT AZIMUTH 180
===============================================================================
MAST 1.2 - Latticed Tower Analysis (Unguyed) (c)1997,2004 Guymast Inc.
Tel:(416)736-7453 Fax:(416)736-4372 Web:www.guymast.com
Processed under license at:
Weisman Consultants Inc. on: 24 sep 2004 at: 16:58:12
===============================================================================
MAXIMUM MAST DISPLACEMENTS:
===========================
ELEV ------DEFLECTIONS (ft)----- --TILTS (DEG)--- TWIST
ft NORTH EAST DOWN NORTH EAST DEG
150.0 -0.350 A -0.341 B 0.002 C -0.245 A -0.239 B 0.015 C
145.0 -0.328 A -0.320 B 0.002 C -0.245 A -0.239 B 0.015 C
140.0 -0.307 A -0.299 B 0.002 C -0.244 A -0.238 B 0.015 C
135.0 -0.285 A -0.278 B 0.002 C -0.241 A -0.235 B 0.015 C
130.0 -0.264 A -0.257 B 0.002 C -0.236 A -0.230 B 0.015 C
125.0 -0.243 A -0.237 B 0.002 C -0.226 A -0.220 B 0.014 C
120.0 -0.223 A -0.217 B 0.002 C -0.211 A -0.205 B 0.011 C
110.0 -0.185 A -0.180 B 0.001 C -0.193 A -0.187 B -0.006 B
100.0 -0.151 A -0.147 B 0.001 C -0.167 A -0.162 B -0.005 B
90.0 -0.121 A -0.118 B 0.001 C -0.147 A -0.143 B -0.004 B
80.0 -0.095 A -0.093 B 0.001 C -0.125 A -0.121 B -0.004 B
70.0 -0.072 A -0.071 B 0.001 C -0.104 A -0.101 B -0.003 B
60.0 -0.053 A -0.052 B 0.001 C -0.084 A -0.082 B 0.003 A
40.0 -0.025 A -0.025 B 0.001 C -0.054 A -0.053 B 0.002 A
20.0 -0.008 A -0.008 B 0.000 C -0.022 A -0.021 B 0.001 A
0.0 0.000 A 0.000 A 0.000 A 0.000 A 0.000 A 0.000 A
MAXIMUM ANTENNA AND REFLECTOR ROTATIONS
=======================================
ELEV AZI TYPE ........BEAM DEFLECTIONS (deg).......
ft deg * ROLL YAW PITCH TOTAL
125.0 27.0 STD 0.208 B 0.014 C 0.195 A 0.208 B
90.0 90.0 HP 0.147 A 0.004 B -0.143 B 0.147 A
32.0 300.0 HP -0.034 A 0.002 A 0.037 B 0.034 A
32.0 45.0 HP 0.031 B 0.002 A -0.028 C 0.031 B
MAXIMUM TENSION IN MAST MEMBERS (kip)
=====================================
ELEV LEGS DIAG HORIZ BRACE
ft
150.0 --------------------- 0.01 B 0.01 B
0.07 B 0.14 B
145.0 --------------------- 0.06 B 0.03 B
0.43 B 0.42 B
140.0 --------------------- 0.17 C 0.04 B
1.22 B 0.72 B
135.0 --------------------- 0.39 A 0.05 B
2.42 B 1.02 B
130.0 --------------------- 0.43 A 0.06 B
5.01 B 1.60 C
125.0 --------------------- 0.01 A 0.06 B
6.76 A 2.59 C
120.0 --------------------- 0.57 C 0.07 B
8.72 B 3.17 A
110.0 --------------------- 2.00 A 0.05 B
14.22 B 2.99 A
100.0 --------------------- 2.07 A 0.03 B
19.78 B 2.92 A
90.0 --------------------- 2.17 A 0.03 B
24.26 B 3.01 A
80.0 --------------------- 1.15 A 0.02 B
30.13 B 3.06 A
70.0 --------------------- 0.01 A 0.01 B
34.49 B 3.23 B
60.0 --------------------- 1.31 A 0.01 B
39.40 B 5.12 C
40.0 --------------------- 0.02 C 0.01 B
51.93 B 6.34 C
20.0 --------------------- 0.01 A 0.00 B
60.08 B 7.17 B
0.0 --------------------- 0.00 A 0.00 A
MAXIMUM COMPRESSION IN MAST MEMBERS (kip)
=========================================
ELEV LEGS DIAG HORIZ BRACE
ft
150.0 --------------------- 0.00 A -0.01 B
-0.15 B -0.15 B
145.0 --------------------- -0.03 B -0.03 B
-0.65 B -0.46 B
140.0 --------------------- -0.11 C -0.04 B
-1.60 B -0.77 B
135.0 --------------------- -0.32 B -0.05 B
-2.98 B -1.11 B
130.0 --------------------- -0.25 C -0.06 B
-5.64 B -1.68 A
125.0 --------------------- -0.01 B -0.07 B
-8.23 B -3.07 A
120.0 --------------------- -0.51 C -0.07 B
-10.80 B -3.13 A
110.0 --------------------- -1.78 A -0.05 B
-15.54 B -2.98 B
100.0 --------------------- -1.85 A -0.03 B
-21.20 B -3.01 B
90.0 --------------------- -1.93 A -0.02 B
-25.97 B -3.21 B
80.0 --------------------- -1.02 A -0.02 B
-32.61 B -3.09 A
70.0 --------------------- -0.01 A -0.01 B
-37.65 B -3.26 B
60.0 --------------------- -1.10 C -0.01 B
-43.18 B -5.74 A
40.0 --------------------- -0.02 A 0.00 B
-57.70 B -6.71 B
20.0 --------------------- -0.01 A 0.00 B
-65.33 B -7.13 B
0.0 --------------------- 0.00 A 0.00 A
MAXIMUM INDIVIDUAL FOUNDATION LOADS: (kip)
==========================================
--------------LOAD---COMPONENTS------------- TOTAL
NORTH EAST DOWN UPLIFT SHEAR
-8.25 A -8.02 B 72.26 A -66.57 B 9.32 A
MAXIMUM TOTAL LOADS ON FOUNDATION : (kip & kip-ft)
==================================================
------HORIZONTAL----- DOWN ---------OVERTURNING--------- TORSION
NORTH EAST TOTAL NORTH EAST TOTAL
@ 182.1 @ 182.9
-30.7 -30.5 30.7 24.1 -2195.4 -2161.8 2198.1 10.2
A B A B A B A A
===============================================================================
ORIGINAL DATA FILE :
c:\Documents and Settings\sean\My Documents\Projects\Website\samples\working\de
===============================================================================
[DEMOSU1] - 150ft self-supporting tower analysis - October 2004
MAST GEOMETRY
X 4 .0 60.0 17.0 11.0 20.0
,, 60.0 120.0 11.0 5.0 10.0
,, 120.0 150.0 5.0 5.0 5.0
MEMBER PROPERTIES
LE .0 20.0 11.908, 0, 29000, 0
, 20.0 60.0 8.399
, 60.0 80.0 5.581
, 80.0 100.0 4.407
, 100.0 120.0 3.016
, 120.0 150.0 1.704
DI, .0 60.0 2.228
, 60.0 120.0 .799
, 120.0 150.0 .621
HO, 40.0 60.0 1.805
, 70.0 100.0 .844
, 100.0 120.0 .969
, 125.0 150.0 1.242
BARE - 100 mph wind AT AZIMUTH 0
MAST LOADING
D 0 0 0 0 .2008 .2669 .0446 .213
,80,,,, .1798 .137 .0141 .0737
,,,,, .1626 .121 .0108 .0572
, 150.,,,, .1525 .0693 .0023 -.0166
C 32. 3.182 0,, .1332 .1296 0 0
, 45. 9. 225.,, .2403 .0592
, 90. 4.5 45,, .0374 .0324
, 125.,,,, .0974 .0648
, 128. 9. 225.,, .3171 .0579
ANTENNA LOADING
STD 125.00 27.00 4.50 45.00 1.775 .016 .168 .25
HP 90.00 90.00 6.70 45.00 -.015 -.069 .043 -.02
HP 32.00 45.00 11.00 45.00 1.512 -.376 .447 .46
HP 32.00 300.00 11.00 315.00 .717 .287 .281 -.03
SUPPRESS PRINTING
8*0
BARE - 100 mph wind AT AZIMUTH 90
MAST LOADING
D 0 0 0 90 .2008 .2669 .0446 -.1618
, 80,,,, .1798 .137 .0141 -.0737
,,,,, .1626 .121 .0108 -.0572
, 150,,,, .1525 .0693 .0023 .0166
C 32. 3.182,,, .1332 .1296
, 45. 9. 225.,, .2403 .0592
, 90., 4.5, 45,, .0374 .0324
, 125.,,,, .0974 .0648
, 128. 9. 225.,, .3171 .0579
ANTENNA LOADING
STD 125.00 27.00 4.50 45.00 1.837 .404 .168 -.54
HP 90.00 90.00 6.70 45.00 .145 .000 .043 .00
HP 32.00 45.00 11.00 45.00 1.512 .376 .447 -.46
HP 32.00 300.00 11.00 315.00 -.769 .098 .281 .25
suppress printing
0,1,1,1,4*0
BARE - 100 mph wind AT AZIMUTH 180
MAST LOADING
D 0 0 0 180. .2008 .2669 .0446 -.213
, 80.,,,, .1798 .137 .0141 -.0737
,,,,, .1626 .121 .0108 -.0572
, 150.,,,, .1525 .0693 .0023 .0166
C 32. 3.182 0,, .1332 .1296 0 0
, 45. 9. 225.,, .2403 .0592
, 90. 4.5 45.,, .0374 .0324
, 125.,,,, .0974 .0648
, 128. 9. 225.,, .3171 .0579
ANTENNA LOADING
STD 125.00 27.00 4.50 45.00 -.879 .439 .168 .71
HP 90.00 90.00 6.70 45.00 -.015 .069 .043 .02
HP 32.00 45.00 11.00 45.00 -1.302 .295 .447 .88
HP 32.00 300.00 11.00 315.00 -.573 -.302 .281 -.46
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ELAPSED CPU TIME 0.17 SECONDS.
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