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MASTLOD 1.2 (USA)-loads on latticed towers (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: 17:05:37
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[DEMOSU] - 150 ft ss tower analysis - October 2004
MAST GEOMETRY ( ft )
====================
PANEL NO.OF SUB ..ELEVATION OF.. ..FACE WIDTH AT.. TYPICAL
TYPE LEGS DIVIDE BOTTOM TOP BOTTOM TOP PANEL
HEIGHT
X 4 0 120.000 150.000 5.000 5.000 5.00
X 4 1 60.000 120.000 11.000 5.000 10.00
X 4 1 0.000 60.000 17.000 11.000 20.00
PANEL PROPERTIES
================
BOTTOM TOP .................TYPE OF MATERIALS USED IN..........
ELEV ELEV LEGS DIAGS HORIZ INTRNL SUB SUB GUSSET
ft ft BRACING DIAGS HORIZ
125.000 150.000 6 9 12 0 0 0 0
120.000 125.000 6 9 0 0 0 0 0
100.000 120.000 5 8 10 0 0 18 0
80.000 100.000 4 8 11 0 0 18 0
70.000 80.000 3 8 11 0 0 19 0
60.000 70.000 3 8 0 0 0 17 0
40.000 60.000 2 7 13 0 0 16 0
20.000 40.000 2 7 0 0 0 15 0
0.000 20.000 1 7 0 0 0 14 0
MATERIAL TYPES
==============
TYPE OF TYPE NO OF ORIENT- PROJECTION.ALONG THICK- DENSITY
SHAPE NO ELEMENTS ATION VERT HORIZ NESS
& deg in in # in * pcf
STD 1 1 0.0 10.00 0.00 0.000 490.0
STD 2 1 0.0 8.00 0.00 0.000 490.0
STD 3 1 0.0 6.00 0.00 0.000 490.0
XS 4 1 0.0 4.00 0.00 0.000 490.0
XS 5 1 0.0 3.00 0.00 0.000 490.0
STD 6 1 0.0 2.50 0.00 0.000 490.0
STD 7 1 0.0 3.00 0.00 0.000 490.0
STD 8 1 0.0 1.50 0.00 0.000 490.0
L 9 1 0.0 1.75 1.75 0.188 490.0
L 10 2 0.0 2.00 2.00 0.125 490.0
L 11 2 0.0 1.75 1.75 0.125 490.0
L 12 2 0.0 1.75 1.75 0.188 490.0
L 13 2 0.0 2.50 2.50 0.188 412.0
L 14 2 0.0 2.50 2.00 0.188 490.0
L 15 2 0.0 2.00 2.00 0.188 490.0
L 16 2 0.0 2.00 2.00 0.125 490.0
L 17 2 0.0 1.75 1.75 0.125 490.0
L 18 2 0.0 2.00 2.00 0.188 490.0
L 19 2 0.0 1.75 1.75 0.125 625.0
PL 20 1 0.0 2.00 0.00 0.188 490.0
SR 21 1 0.0 0.75 0.00 0.000 490.0
STD 22 1 0.0 4.00 0.00 0.000 490.0
SR 23 1 0.0 5.30 0.00 0.000 27.0
& - With respect to vertical # - Web in WF,C & T sections
* - Flange thickness in WF,C & T sections
LADDER GEOMETRY
===============
..ELEVATION OF.. .....SIZE.... ......POSITION...... ...MATERIALS....
BOTTOM TOP WIDTH STEP DIST AZI ORIENT RAIL RUNG SAFE
ft ft in in * ft deg & deg T-RAIL
120.000 150.000 16.00 12.00 0.54 45.00 135.00 20 21 0
110.000 120.000 16.00 12.00 -0.57 45.00 135.00 20 21 0
100.000 110.000 16.00 12.00 -0.95 225.00 135.00 20 21 0
40.000 100.000 16.00 12.00 -5.20 225.00 135.00 20 21 0
0.000 40.000 16.00 12.00 -8.70 225.00 135.00 20 21 0
* if negative a constant distance from face based on bottom elevation
& if negative orientation is disregarded in calculation of loads
TRANSMISSION LINES
==================
TYPE OF ..ELEVATION OF.. NO.OF ........POSITION....... C/C WT
LINE BOTTOM TOP LINES DISTANCE AZI ORIENT SPACING MULT
ft ft * ft # deg & deg in
AH1.625 0.000 128.000 1 -12.00 225.0 135.0 0.00 1
AH0.875 0.000 125.000 1 -12.00 45.0 45.0 0.00 1
EWP180 0.000 90.000 1 -12.00 45.0 45.0 0.00 1
AH1.625 0.000 45.000 1 -12.00 225.0 135.0 0.00 1
AH0.875 0.000 32.000 1 -12.00 45.0 45.0 0.00 1
AH0.875 0.000 32.000 1 -12.00 315.0 315.0 0.00 1
* if negative a constant distance from face based on bottom elevation
# if negative the line considered same on all faces and integral with tower
& if negative orientation is disregarded in calculation of loads
OTHER MOUNTINGS
===============
ELEV TYPE.OF NO.OF LENGTH ....LOCATION.... ORIENTATION
MATERIAL ELMNTS DISTANCE AZI HORIZ VERT
ft ft ft & deg deg deg
128.000 23 1 14.00 9.00 225.00 0.00 90.00
125.000 22 1 6.00 4.50 45.00 0.00 90.00
90.000 22 1 3.00 4.50 45.00 0.00 90.00
45.000 23 1 14.30 9.00 225.00 0.00 90.00
32.000 22 1 6.00 4.50 45.00 0.00 90.00
32.000 22 1 6.00 4.50 315.00 0.00 90.00
& if negative orientation is disregarded in calculation of loads
MICROWAVE PARABOLIC ANTENNAS
============================
.....ANTENNA..... ....POSITION.... SHIELDING
TYPE ELEV AZIMUTH SIZE RADIUS AZIMUTH PERMITTED
ft deg ft ft deg percent
STD 125.000 27.00 6.00 4.50 45.00 0.
HP 90.000 90.00 2.00 6.70 45.00 0.
HP 32.000 45.00 8.00 11.00 45.00 0.
HP 32.000 300.00 6.00 11.00 315.00 0.
================================================================================
LOADING CONDITION A ========================================================
BARE - 100 mph wind AT AZIMUTH 0
WIND LOADING
============
.....WIND LOADING..... ...ICE LOADING.. .....TYPE OF..... ....FACTORS.....
AZI SPEED REF.VEL. RADIUS DENSITY EXP STD ANT WIND DEAD ICE
PRESS. LOAD LOAD LOAD LOAD
deg mph psf in pcf * & #
0.0 100.00 0.00 0.00 56.00 1 1 1 1.00 1.00 1.00
* Type of Exposure : 1 - Wind profile (Kz) based on EIA 222 F (June 1996)
2 - Wind profile Kz = 1 ; Gh = 1
3 - Wind profile (Kz) based on EIA 222 C (Mar.1976)
4 - Wind factors supplied by user ( Gh=1, step function)
5 - Wind profile UBC (May.1988) Exposure C
6 - Wind profile UBC (May.1988) Exposure B
7 - Wind profile Site Specific Wind Formula
& Type of Standard : 1 - EIA - 222 F ( June 1996 )
2 - EIA - 222 C ( March 1976 )
3 - UBC - 88 ( May 1 1988 )
# Type of Antenna load :
1 - Antenna forces for this wind direction
2 - Maximum possible forces regardless of
wind direction
SUPPRESS PRINTING
=================
....LOAD SUMMARY FOR.... ................LOAD COMPONENTS....................
MAST GUYMAST PANEL PANELS LADDERS TX-LINES DISCRETE INDIVIDUAL
POINTS APPURTENANCES ELEMENTS
no no no no no no no no
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
D 150.000 0.00 0.0 0.0 0.1521 0.0693 0.0023 -0.0166
D 130.000 0.00 0.0 0.0 0.1475 0.0693 0.0023 -0.0161
D 130.000 0.00 0.0 0.0 0.1509 0.0699 0.0001 -0.0034
D 125.000 0.00 0.0 0.0 0.1509 0.0699 0.0001 -0.0034
D 125.000 0.00 0.0 0.0 0.1427 0.0535 0.0006 -0.0067
D 120.000 0.00 0.0 0.0 0.1427 0.0535 0.0006 -0.0067
D 120.000 0.00 0.0 0.0 0.1429 0.0899 0.0010 0.0036
D 110.000 0.00 0.0 0.0 0.1429 0.0899 0.0010 0.0036
D 110.000 0.00 0.0 0.0 0.1470 0.0942 0.0049 0.0280
D 100.000 0.00 0.0 0.0 0.1470 0.0942 0.0049 0.0280
D 100.000 0.00 0.0 0.0 0.1579 0.1165 0.0083 0.0484
D 90.000 0.00 0.0 0.0 0.1579 0.1165 0.0083 0.0484
D 90.000 0.00 0.0 0.0 0.1623 0.1210 0.0108 0.0571
D 80.000 0.00 0.0 0.0 0.1623 0.1210 0.0108 0.0571
D 80.000 0.00 0.0 0.0 0.1795 0.1370 0.0141 0.0735
D 70.000 0.00 0.0 0.0 0.1795 0.1370 0.0141 0.0735
D 70.000 0.00 0.0 0.0 0.1655 0.1262 0.0174 0.0884
D 60.000 0.00 0.0 0.0 0.1655 0.1262 0.0174 0.0884
D 60.000 0.00 0.0 0.0 0.1885 0.2122 0.0245 0.1161
D 40.000 0.00 0.0 0.0 0.1885 0.2122 0.0245 0.1161
D 40.000 0.00 0.0 0.0 0.1736 0.2110 0.0390 0.1773
D 20.000 0.00 0.0 0.0 0.1736 0.2110 0.0390 0.1773
D 20.000 0.00 0.0 0.0 0.2004 0.2669 0.0444 0.2123
D 0.000 0.00 0.0 0.0 0.2004 0.2669 0.0444 0.2123
C 128.000 9.00 225.0 0.0 0.3171 0.0579 0.0000 0.0000
C 125.000 4.50 45.0 0.0 0.0974 0.0648 0.0000 0.0000
C 90.000 4.50 45.0 0.0 0.0374 0.0324 0.0000 0.0000
C 45.000 9.00 225.0 0.0 0.2403 0.0592 0.0000 0.0000
C 32.000 3.18 0.0 0.0 0.1332 0.1296 0.0000 0.0000
GUYMAST LOADING
===============
LOAD ELEV .....FORCES (kip)...... ...MOMENTS (ft.kips)... ANTENNA
TYPE ft NORTH EAST DOWN NORTH EAST TORSION AZIMUTH
D 150.000 -0.1521 0.0000 0.0693 0.0016 0.0016 -0.0166
D 130.000 -0.1475 0.0000 0.0693 0.0016 0.0016 -0.0161
D 130.000 -0.1509 0.0000 0.0699 0.0001 0.0001 -0.0034
D 125.000 -0.1509 0.0000 0.0699 0.0001 0.0001 -0.0034
D 125.000 -0.1427 0.0000 0.0535 0.0004 0.0004 -0.0067
D 120.000 -0.1427 0.0000 0.0535 0.0004 0.0004 -0.0067
D 120.000 -0.1429 0.0000 0.0899 -0.0007 -0.0007 0.0036
D 110.000 -0.1429 0.0000 0.0899 -0.0007 -0.0007 0.0036
D 110.000 -0.1470 0.0000 0.0942 -0.0034 -0.0034 0.0280
D 100.000 -0.1470 0.0000 0.0942 -0.0034 -0.0034 0.0280
D 100.000 -0.1579 0.0000 0.1165 -0.0059 -0.0059 0.0484
D 90.000 -0.1579 0.0000 0.1165 -0.0059 -0.0059 0.0484
D 90.000 -0.1623 0.0000 0.1210 -0.0076 -0.0076 0.0571
D 80.000 -0.1623 0.0000 0.1210 -0.0076 -0.0076 0.0571
D 80.000 -0.1795 0.0000 0.1370 -0.0100 -0.0100 0.0735
D 70.000 -0.1795 0.0000 0.1370 -0.0100 -0.0100 0.0735
D 70.000 -0.1655 0.0000 0.1262 -0.0123 -0.0123 0.0884
D 60.000 -0.1655 0.0000 0.1262 -0.0123 -0.0123 0.0884
D 60.000 -0.1885 0.0000 0.2122 -0.0173 -0.0173 0.1161
D 40.000 -0.1885 0.0000 0.2122 -0.0173 -0.0173 0.1161
D 40.000 -0.1736 0.0000 0.2110 -0.0252 -0.0297 0.1773
D 20.000 -0.1736 0.0000 0.2110 -0.0252 -0.0297 0.1773
D 20.000 -0.2004 0.0000 0.2669 -0.0268 -0.0354 0.2123
D 0.000 -0.2004 0.0000 0.2669 -0.0268 -0.0354 0.2123
C 128.000 -0.3171 0.0000 0.0579 -0.3685 -0.3686 2.0180
C 125.000 -0.0974 0.0000 0.0648 0.2062 0.2062 -0.3100
C 90.000 -0.0374 0.0000 0.0324 0.1031 0.1031 -0.1190
C 45.000 -0.2403 0.0000 0.0592 -0.3764 -0.3764 1.5290
C 32.000 -0.1332 0.0000 0.1296 0.4124 0.0000 0.0000
C 125.000 -1.6397 -0.8855 0.1680 0.5346 0.5346 -2.2693 27.
C 90.000 -0.0759 0.0133 0.0425 0.2013 0.2013 -0.4462 90.
C 32.000 -1.4582 -0.8540 0.4470 3.4768 3.4768 -4.2257 45.
C 32.000 -0.6486 0.5209 0.2810 2.1857 -2.1857 0.9504 300.
LOADS AT PANEL POINTS
=====================
LOAD ELEV .....FORCES (kip)...... ...MOMENTS (ft.kips)...
TYPE ft NORTH EAST DOWN NORTH EAST TORSION
C 150.000 -0.3802 0.0000 0.1733 0.0041 0.0041 -0.0415
C 145.000 -0.7566 0.0000 0.3465 0.0082 0.0082 -0.0826
C 140.000 -0.7491 0.0000 0.3465 0.0082 0.0082 -0.0818
C 135.000 -0.7413 0.0000 0.3465 0.0082 0.0082 -0.0810
C 130.000 -0.9362 0.0000 0.3828 -0.2168 -0.2168 1.1619
C 125.000 -2.5979 -0.8855 0.5645 0.5946 0.5946 -1.7975
C 120.000 -1.0713 0.0000 0.5832 -0.0025 -0.0025 0.0011
C 110.000 -1.4498 0.0000 0.9207 -0.0207 -0.0207 0.1578
C 100.000 -1.5244 0.0000 1.0534 -0.0465 -0.0465 0.3817
C 90.000 -1.7141 0.0133 1.2624 0.2370 0.2370 -0.0381
C 80.000 -1.7092 0.0000 1.2903 -0.0879 -0.0879 0.6529
C 70.000 -1.7250 0.0000 1.3160 -0.1112 -0.1112 0.8095
C 60.000 -2.7728 0.0000 2.7673 -0.3288 -0.3288 1.9849
C 40.000 -5.1455 -0.1998 4.7907 2.9372 0.0217 2.1154
C 20.000 -4.6362 -0.1332 5.1226 1.9097 -0.1353 2.5862
C 0.000 -2.0044 0.0000 2.6694 -0.2681 -0.3544 2.1231
PANEL 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 147.500 0.00 0.0 0.0 0.7604 0.3465 0.0116 -0.0830
C 142.500 0.00 0.0 0.0 0.7529 0.3465 0.0116 -0.0822
C 137.500 0.00 0.0 0.0 0.7453 0.3465 0.0116 -0.0814
C 132.500 0.00 0.0 0.0 0.7374 0.3465 0.0116 -0.0805
C 127.500 0.00 0.0 0.0 0.7545 0.3496 0.0007 -0.0172
C 122.500 0.00 0.0 0.0 0.7133 0.2674 0.0028 -0.0336
C 115.000 0.00 0.0 0.0 1.4294 0.8990 0.0100 0.0358
C 105.000 0.00 0.0 0.0 1.4702 0.9423 0.0486 0.2798
C 95.000 0.00 0.0 0.0 1.5785 1.1645 0.0829 0.4835
C 85.000 0.00 0.0 0.0 1.6231 1.2104 0.1079 0.5707
C 75.000 0.00 0.0 0.0 1.7953 1.3702 0.1408 0.7351
C 65.000 0.00 0.0 0.0 1.6546 1.2618 0.1737 0.8840
C 50.000 0.00 0.0 0.0 3.7709 4.2432 0.4902 2.3212
C 30.000 0.00 0.0 0.0 3.4718 4.2204 0.7798 3.5465
C 10.000 0.00 0.0 0.0 4.0088 5.3388 0.8887 4.2463
LOADS DUE TO LADDER
===================
LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS.....
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
D 150.000 0.00 0.0 0.0 0.0435 0.0043 0.0023 -0.0166
D 120.000 0.00 0.0 0.0 0.0413 0.0043 0.0023 -0.0158
D 120.000 0.00 0.0 0.0 0.0406 0.0043 0.0009 -0.0062
D 110.000 0.00 0.0 0.0 0.0406 0.0043 0.0009 -0.0062
D 110.000 0.00 0.0 0.0 0.0396 0.0043 0.0026 0.0167
D 100.000 0.00 0.0 0.0 0.0396 0.0043 0.0026 0.0167
D 100.000 0.00 0.0 0.0 0.0385 0.0043 0.0056 0.0357
D 90.000 0.00 0.0 0.0 0.0385 0.0043 0.0056 0.0357
D 90.000 0.00 0.0 0.0 0.0373 0.0043 0.0087 0.0532
D 80.000 0.00 0.0 0.0 0.0373 0.0043 0.0087 0.0532
D 80.000 0.00 0.0 0.0 0.0360 0.0043 0.0117 0.0694
D 70.000 0.00 0.0 0.0 0.0360 0.0043 0.0117 0.0694
D 70.000 0.00 0.0 0.0 0.0346 0.0043 0.0148 0.0840
D 60.000 0.00 0.0 0.0 0.0346 0.0043 0.0148 0.0840
D 60.000 0.00 0.0 0.0 0.0320 0.0043 0.0193 0.1018
D 40.000 0.00 0.0 0.0 0.0320 0.0043 0.0193 0.1018
D 40.000 0.00 0.0 0.0 0.0285 0.0043 0.0283 0.1325
D 20.000 0.00 0.0 0.0 0.0285 0.0043 0.0283 0.1325
D 20.000 0.00 0.0 0.0 0.0285 0.0043 0.0344 0.1611
D 0.000 0.00 0.0 0.0 0.0285 0.0043 0.0344 0.1611
LOADS DUE TO TRANSMISSION LINES
===============================
LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS.....
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
D 150.000 0.00 0.0 180.0 0.0000 0.0000 0.0000 0.0000
D 130.000 0.00 0.0 180.0 0.0000 0.0000 0.0000 0.0000
D 130.000 0.00 0.0 0.0 0.0050 0.0006 0.0022 0.0125
D 125.000 0.00 0.0 0.0 0.0050 0.0006 0.0022 0.0125
D 125.000 0.00 0.0 0.0 0.0130 0.0016 0.0018 0.0091
D 120.000 0.00 0.0 0.0 0.0130 0.0016 0.0018 0.0091
D 120.000 0.00 0.0 0.0 0.0127 0.0016 0.0019 0.0098
D 110.000 0.00 0.0 0.0 0.0127 0.0016 0.0019 0.0098
D 110.000 0.00 0.0 0.0 0.0124 0.0016 0.0023 0.0113
D 100.000 0.00 0.0 0.0 0.0124 0.0016 0.0023 0.0113
D 100.000 0.00 0.0 0.0 0.0121 0.0016 0.0026 0.0127
D 90.000 0.00 0.0 0.0 0.0121 0.0016 0.0026 0.0127
D 90.000 0.00 0.0 0.0 0.0141 0.0017 0.0021 0.0038
D 80.000 0.00 0.0 0.0 0.0141 0.0017 0.0021 0.0038
D 80.000 0.00 0.0 0.0 0.0136 0.0017 0.0023 0.0041
D 70.000 0.00 0.0 0.0 0.0136 0.0017 0.0023 0.0041
D 70.000 0.00 0.0 0.0 0.0130 0.0017 0.0026 0.0044
D 60.000 0.00 0.0 0.0 0.0130 0.0017 0.0026 0.0044
D 60.000 0.00 0.0 0.0 0.0137 0.0020 0.0052 0.0143
D 40.000 0.00 0.0 0.0 0.0137 0.0020 0.0052 0.0143
D 40.000 0.00 0.0 0.0 0.0203 0.0034 0.0110 0.0448
D 20.000 0.00 0.0 0.0 0.0203 0.0034 0.0110 0.0448
D 20.000 0.00 0.0 0.0 0.0229 0.0038 0.0114 0.0512
D 0.000 0.00 0.0 0.0 0.0229 0.0038 0.0114 0.0512
LOADS DUE TO OTHER MOUNTINGS
============================
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 128.000 9.00 225.0 0.0 0.3171 0.0579 0.0000 0.0000
C 125.000 4.50 45.0 0.0 0.0974 0.0648 0.0000 0.0000
C 90.000 4.50 45.0 0.0 0.0374 0.0324 0.0000 0.0000
C 45.000 9.00 225.0 0.0 0.2403 0.0592 0.0000 0.0000
C 32.000 3.18 0.0 0.0 0.1332 0.1296 0.0000 0.0000
LOADS DUE TO MICROWAVE PARABOLIC ANTENNAS
=========================================
.........ANTENNA......... .ATTACHMENT. ........ANTENNA FORCES..........
TYPE SIZE ELEV AZIM RADIUS AZIM AXIAL SHEAR GRAVITY TORSION
ft ft deg ft deg kip kip kip ft-kip
STD 6.0 125.000 27. 4.50 45. 1.86 0.04 0.17 0.13
HP 2.0 90.000 90. 6.70 45. -0.01 -0.08 0.04 -0.02
HP 8.0 32.000 45. 11.00 45. 1.63 -0.43 0.45 0.47
HP 6.0 32.000 300. 11.00 315. 0.78 0.30 0.28 -0.04
INDIVIDUAL ELEMENT LOADS
========================
TYPE MATERIAL ......BARE LOADS..... ...CURRENT LOADING...
NO TYPE GRAVITY WIND AREA GRAVITY WIND AREA
plf ft.sq/ft plf ft.sq/ft
1 STD 40.521 0.896 40.521 1.075
2 STD 28.581 0.719 28.581 0.863
3 STD 18.992 0.552 18.992 0.663
4 XS 14.997 0.375 14.997 0.450
5 XS 10.262 0.292 10.262 0.350
6 STD 5.798 0.240 5.798 0.287
7 STD 7.583 0.292 7.583 0.350
8 STD 2.720 0.158 2.720 0.190
9 L 2.113 0.146 2.113 0.292
10 L 3.296 0.167 3.296 0.333
11 L 2.871 0.146 2.871 0.292
12 L 4.227 0.146 4.227 0.292
13 L 5.163 0.208 5.163 0.417
14 L 5.503 0.208 5.503 0.417
15 L 4.865 0.167 4.865 0.333
16 L 3.296 0.167 3.296 0.333
17 L 2.871 0.146 2.871 0.292
18 L 4.865 0.167 4.865 0.333
19 L 3.662 0.146 3.662 0.292
20 PL 1.276 0.167 1.276 0.333
21 SR 1.503 0.063 1.503 0.075
22 STD 10.801 0.375 10.801 0.450
23 SR 4.137 0.442 4.137 0.530
AH1.625 1.040 0.165 1.040 0.198
AH0.875 0.540 0.093 0.540 0.111
EWP180 0.150 0.065 0.150 0.063
AH1.625 1.040 0.165 1.040 0.198
AH0.875 0.540 0.093 0.540 0.111
AH0.875 0.540 0.093 0.540 0.111
================================================================================
LOADING CONDITION B ========================================================
BARE - 100 mph wind AT AZIMUTH 90
WIND LOADING
============
.....WIND LOADING..... ...ICE LOADING.. .....TYPE OF..... ....FACTORS.....
AZI SPEED REF.VEL. RADIUS DENSITY EXP STD ANT WIND DEAD ICE
PRESS. LOAD LOAD LOAD LOAD
deg mph psf in pcf * & #
90.0 100.00 0.00 0.00 56.00 1 1 1 1.00 1.00 1.00
* Type of Exposure : 1 - Wind profile (Kz) based on EIA 222 F (June 1996)
2 - Wind profile Kz = 1 ; Gh = 1
3 - Wind profile (Kz) based on EIA 222 C (Mar.1976)
4 - Wind factors supplied by user ( Gh=1, step function)
5 - Wind profile UBC (May.1988) Exposure C
6 - Wind profile UBC (May.1988) Exposure B
7 - Wind profile Site Specific Wind Formula
& Type of Standard : 1 - EIA - 222 F ( June 1996 )
2 - EIA - 222 C ( March 1976 )
3 - UBC - 88 ( May 1 1988 )
# Type of Antenna load :
1 - Antenna forces for this wind direction
2 - Maximum possible forces regardless of
wind direction
SUPPRESS PRINTING
=================
....LOAD SUMMARY FOR.... ................LOAD COMPONENTS....................
MAST GUYMAST PANEL PANELS LADDERS TX-LINES DISCRETE INDIVIDUAL
POINTS APPURTENANCES ELEMENTS
no yes yes yes no no no no
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
D 150.000 0.00 0.0 90.0 0.1521 0.0693 0.0023 0.0166
D 130.000 0.00 0.0 90.0 0.1475 0.0693 0.0023 0.0161
D 130.000 0.00 0.0 90.0 0.1509 0.0699 0.0001 0.0034
D 125.000 0.00 0.0 90.0 0.1509 0.0699 0.0001 0.0034
D 125.000 0.00 0.0 90.0 0.1427 0.0535 0.0006 0.0067
D 120.000 0.00 0.0 90.0 0.1427 0.0535 0.0006 0.0067
D 120.000 0.00 0.0 90.0 0.1429 0.0899 0.0010 -0.0036
D 110.000 0.00 0.0 90.0 0.1429 0.0899 0.0010 -0.0036
D 110.000 0.00 0.0 90.0 0.1470 0.0942 0.0049 -0.0280
D 100.000 0.00 0.0 90.0 0.1470 0.0942 0.0049 -0.0280
D 100.000 0.00 0.0 90.0 0.1579 0.1165 0.0083 -0.0484
D 90.000 0.00 0.0 90.0 0.1579 0.1165 0.0083 -0.0484
D 90.000 0.00 0.0 90.0 0.1623 0.1210 0.0108 -0.0571
D 80.000 0.00 0.0 90.0 0.1623 0.1210 0.0108 -0.0571
D 80.000 0.00 0.0 90.0 0.1795 0.1370 0.0141 -0.0735
D 70.000 0.00 0.0 90.0 0.1795 0.1370 0.0141 -0.0735
D 70.000 0.00 0.0 90.0 0.1655 0.1262 0.0174 -0.0884
D 60.000 0.00 0.0 90.0 0.1655 0.1262 0.0174 -0.0884
D 60.000 0.00 0.0 90.0 0.1885 0.2122 0.0245 -0.1161
D 40.000 0.00 0.0 90.0 0.1885 0.2122 0.0245 -0.1161
D 40.000 0.00 0.0 90.0 0.1736 0.2110 0.0390 -0.1505
D 20.000 0.00 0.0 90.0 0.1736 0.2110 0.0390 -0.1505
D 20.000 0.00 0.0 90.0 0.2004 0.2669 0.0444 -0.1611
D 0.000 0.00 0.0 90.0 0.2004 0.2669 0.0444 -0.1611
C 128.000 9.00 225.0 90.0 0.3171 0.0579 0.0000 0.0000
C 125.000 4.50 45.0 90.0 0.0974 0.0648 0.0000 0.0000
C 90.000 4.50 45.0 90.0 0.0374 0.0324 0.0000 0.0000
C 45.000 9.00 225.0 90.0 0.2403 0.0592 0.0000 0.0000
C 32.000 3.18 0.0 90.0 0.1332 0.1296 0.0000 0.0000
LOADS DUE TO LADDER
===================
LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS.....
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
D 150.000 0.00 0.0 90.0 0.0435 0.0043 0.0023 0.0166
D 120.000 0.00 0.0 90.0 0.0413 0.0043 0.0023 0.0158
D 120.000 0.00 0.0 90.0 0.0406 0.0043 0.0009 0.0062
D 110.000 0.00 0.0 90.0 0.0406 0.0043 0.0009 0.0062
D 110.000 0.00 0.0 90.0 0.0396 0.0043 0.0026 -0.0167
D 100.000 0.00 0.0 90.0 0.0396 0.0043 0.0026 -0.0167
D 100.000 0.00 0.0 90.0 0.0385 0.0043 0.0056 -0.0357
D 90.000 0.00 0.0 90.0 0.0385 0.0043 0.0056 -0.0357
D 90.000 0.00 0.0 90.0 0.0373 0.0043 0.0087 -0.0532
D 80.000 0.00 0.0 90.0 0.0373 0.0043 0.0087 -0.0532
D 80.000 0.00 0.0 90.0 0.0360 0.0043 0.0117 -0.0694
D 70.000 0.00 0.0 90.0 0.0360 0.0043 0.0117 -0.0694
D 70.000 0.00 0.0 90.0 0.0346 0.0043 0.0148 -0.0840
D 60.000 0.00 0.0 90.0 0.0346 0.0043 0.0148 -0.0840
D 60.000 0.00 0.0 90.0 0.0320 0.0043 0.0193 -0.1018
D 40.000 0.00 0.0 90.0 0.0320 0.0043 0.0193 -0.1018
D 40.000 0.00 0.0 90.0 0.0285 0.0043 0.0283 -0.1325
D 20.000 0.00 0.0 90.0 0.0285 0.0043 0.0283 -0.1325
D 20.000 0.00 0.0 90.0 0.0285 0.0043 0.0344 -0.1611
D 0.000 0.00 0.0 90.0 0.0285 0.0043 0.0344 -0.1611
LOADS DUE TO TRANSMISSION LINES
===============================
LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS.....
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
D 150.000 0.00 0.0 180.0 0.0000 0.0000 0.0000 0.0000
D 130.000 0.00 0.0 180.0 0.0000 0.0000 0.0000 0.0000
D 130.000 0.00 0.0 90.0 0.0050 0.0006 0.0022 -0.0125
D 125.000 0.00 0.0 90.0 0.0050 0.0006 0.0022 -0.0125
D 125.000 0.00 0.0 90.0 0.0130 0.0016 0.0018 -0.0091
D 120.000 0.00 0.0 90.0 0.0130 0.0016 0.0018 -0.0091
D 120.000 0.00 0.0 90.0 0.0127 0.0016 0.0019 -0.0098
D 110.000 0.00 0.0 90.0 0.0127 0.0016 0.0019 -0.0098
D 110.000 0.00 0.0 90.0 0.0124 0.0016 0.0023 -0.0113
D 100.000 0.00 0.0 90.0 0.0124 0.0016 0.0023 -0.0113
D 100.000 0.00 0.0 90.0 0.0121 0.0016 0.0026 -0.0127
D 90.000 0.00 0.0 90.0 0.0121 0.0016 0.0026 -0.0127
D 90.000 0.00 0.0 90.0 0.0141 0.0017 0.0021 -0.0038
D 80.000 0.00 0.0 90.0 0.0141 0.0017 0.0021 -0.0038
D 80.000 0.00 0.0 90.0 0.0136 0.0017 0.0023 -0.0041
D 70.000 0.00 0.0 90.0 0.0136 0.0017 0.0023 -0.0041
D 70.000 0.00 0.0 90.0 0.0130 0.0017 0.0026 -0.0044
D 60.000 0.00 0.0 90.0 0.0130 0.0017 0.0026 -0.0044
D 60.000 0.00 0.0 90.0 0.0137 0.0020 0.0052 -0.0143
D 40.000 0.00 0.0 90.0 0.0137 0.0020 0.0052 -0.0143
D 40.000 0.00 0.0 90.0 0.0203 0.0034 0.0110 -0.0179
D 20.000 0.00 0.0 90.0 0.0203 0.0034 0.0110 -0.0179
D 20.000 0.00 0.0 90.0 0.0229 0.0038 0.0114 0.0000
D 0.000 0.00 0.0 90.0 0.0229 0.0038 0.0114 0.0000
LOADS DUE TO OTHER MOUNTINGS
============================
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 128.000 9.00 225.0 90.0 0.3171 0.0579 0.0000 0.0000
C 125.000 4.50 45.0 90.0 0.0974 0.0648 0.0000 0.0000
C 90.000 4.50 45.0 90.0 0.0374 0.0324 0.0000 0.0000
C 45.000 9.00 225.0 90.0 0.2403 0.0592 0.0000 0.0000
C 32.000 3.18 0.0 90.0 0.1332 0.1296 0.0000 0.0000
LOADS DUE TO MICROWAVE PARABOLIC ANTENNAS
=========================================
.........ANTENNA......... .ATTACHMENT. ........ANTENNA FORCES..........
TYPE SIZE ELEV AZIM RADIUS AZIM AXIAL SHEAR GRAVITY TORSION
ft ft deg ft deg kip kip kip ft-kip
STD 6.0 125.000 27. 4.50 45. 1.88 0.37 0.17 -0.46
HP 2.0 90.000 90. 6.70 45. 0.15 0.00 0.04 0.00
HP 8.0 32.000 45. 11.00 45. 1.63 0.43 0.45 -0.47
HP 6.0 32.000 300. 11.00 315. -0.79 0.14 0.28 0.30
INDIVIDUAL ELEMENT LOADS
========================
TYPE MATERIAL ......BARE LOADS..... ...CURRENT LOADING...
NO TYPE GRAVITY WIND AREA GRAVITY WIND AREA
plf ft.sq/ft plf ft.sq/ft
1 STD 40.521 0.896 40.521 1.075
2 STD 28.581 0.719 28.581 0.863
3 STD 18.992 0.552 18.992 0.663
4 XS 14.997 0.375 14.997 0.450
5 XS 10.262 0.292 10.262 0.350
6 STD 5.798 0.240 5.798 0.287
7 STD 7.583 0.292 7.583 0.350
8 STD 2.720 0.158 2.720 0.190
9 L 2.113 0.146 2.113 0.292
10 L 3.296 0.167 3.296 0.333
11 L 2.871 0.146 2.871 0.292
12 L 4.227 0.146 4.227 0.292
13 L 5.163 0.208 5.163 0.417
14 L 5.503 0.208 5.503 0.417
15 L 4.865 0.167 4.865 0.333
16 L 3.296 0.167 3.296 0.333
17 L 2.871 0.146 2.871 0.292
18 L 4.865 0.167 4.865 0.333
19 L 3.662 0.146 3.662 0.292
20 PL 1.276 0.167 1.276 0.333
21 SR 1.503 0.063 1.503 0.075
22 STD 10.801 0.375 10.801 0.450
23 SR 4.137 0.442 4.137 0.530
AH1.625 1.040 0.165 1.040 0.198
AH0.875 0.540 0.093 0.540 0.111
EWP180 0.150 0.065 0.150 0.063
AH1.625 1.040 0.165 1.040 0.198
AH0.875 0.540 0.093 0.540 0.111
AH0.875 0.540 0.093 0.540 0.111
================================================================================
LOADING CONDITION C ========================================================
BARE - 100 mph wind AT AZIMUTH 180
WIND LOADING
============
.....WIND LOADING..... ...ICE LOADING.. .....TYPE OF..... ....FACTORS.....
AZI SPEED REF.VEL. RADIUS DENSITY EXP STD ANT WIND DEAD ICE
PRESS. LOAD LOAD LOAD LOAD
deg mph psf in pcf * & #
180.0 100.00 0.00 0.00 56.00 1 1 1 1.00 1.00 1.00
* Type of Exposure : 1 - Wind profile (Kz) based on EIA 222 F (June 1996)
2 - Wind profile Kz = 1 ; Gh = 1
3 - Wind profile (Kz) based on EIA 222 C (Mar.1976)
4 - Wind factors supplied by user ( Gh=1, step function)
5 - Wind profile UBC (May.1988) Exposure C
6 - Wind profile UBC (May.1988) Exposure B
7 - Wind profile Site Specific Wind Formula
& Type of Standard : 1 - EIA - 222 F ( June 1996 )
2 - EIA - 222 C ( March 1976 )
3 - UBC - 88 ( May 1 1988 )
# Type of Antenna load :
1 - Antenna forces for this wind direction
2 - Maximum possible forces regardless of
wind direction
SUPPRESS PRINTING
=================
....LOAD SUMMARY FOR.... ................LOAD COMPONENTS....................
MAST GUYMAST PANEL PANELS LADDERS TX-LINES DISCRETE INDIVIDUAL
POINTS APPURTENANCES ELEMENTS
no no yes yes no no no no
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
D 150.000 0.00 0.0 180.0 0.1521 0.0693 0.0023 0.0166
D 130.000 0.00 0.0 180.0 0.1475 0.0693 0.0023 0.0161
D 130.000 0.00 0.0 180.0 0.1509 0.0699 0.0001 0.0034
D 125.000 0.00 0.0 180.0 0.1509 0.0699 0.0001 0.0034
D 125.000 0.00 0.0 180.0 0.1427 0.0535 0.0006 0.0067
D 120.000 0.00 0.0 180.0 0.1427 0.0535 0.0006 0.0067
D 120.000 0.00 0.0 180.0 0.1429 0.0899 0.0010 -0.0036
D 110.000 0.00 0.0 180.0 0.1429 0.0899 0.0010 -0.0036
D 110.000 0.00 0.0 180.0 0.1470 0.0942 0.0049 -0.0280
D 100.000 0.00 0.0 180.0 0.1470 0.0942 0.0049 -0.0280
D 100.000 0.00 0.0 180.0 0.1579 0.1165 0.0083 -0.0484
D 90.000 0.00 0.0 180.0 0.1579 0.1165 0.0083 -0.0484
D 90.000 0.00 0.0 180.0 0.1623 0.1210 0.0108 -0.0571
D 80.000 0.00 0.0 180.0 0.1623 0.1210 0.0108 -0.0571
D 80.000 0.00 0.0 180.0 0.1795 0.1370 0.0141 -0.0735
D 70.000 0.00 0.0 180.0 0.1795 0.1370 0.0141 -0.0735
D 70.000 0.00 0.0 180.0 0.1655 0.1262 0.0174 -0.0884
D 60.000 0.00 0.0 180.0 0.1655 0.1262 0.0174 -0.0884
D 60.000 0.00 0.0 180.0 0.1885 0.2122 0.0245 -0.1161
D 40.000 0.00 0.0 180.0 0.1885 0.2122 0.0245 -0.1161
D 40.000 0.00 0.0 180.0 0.1736 0.2110 0.0390 -0.1773
D 20.000 0.00 0.0 180.0 0.1736 0.2110 0.0390 -0.1773
D 20.000 0.00 0.0 180.0 0.2004 0.2669 0.0444 -0.2123
D 0.000 0.00 0.0 180.0 0.2004 0.2669 0.0444 -0.2123
C 128.000 9.00 225.0 180.0 0.3171 0.0579 0.0000 0.0000
C 125.000 4.50 45.0 180.0 0.0974 0.0648 0.0000 0.0000
C 90.000 4.50 45.0 180.0 0.0374 0.0324 0.0000 0.0000
C 45.000 9.00 225.0 180.0 0.2403 0.0592 0.0000 0.0000
C 32.000 3.18 0.0 180.0 0.1332 0.1296 0.0000 0.0000
GUYMAST LOADING
===============
LOAD ELEV .....FORCES (kip)...... ...MOMENTS (ft.kips)... ANTENNA
TYPE ft NORTH EAST DOWN NORTH EAST TORSION AZIMUTH
D 150.000 0.1521 0.0000 0.0693 0.0016 0.0016 0.0166
D 130.000 0.1475 0.0000 0.0693 0.0016 0.0016 0.0161
D 130.000 0.1509 0.0000 0.0699 0.0001 0.0001 0.0034
D 125.000 0.1509 0.0000 0.0699 0.0001 0.0001 0.0034
D 125.000 0.1427 0.0000 0.0535 0.0004 0.0004 0.0067
D 120.000 0.1427 0.0000 0.0535 0.0004 0.0004 0.0067
D 120.000 0.1429 0.0000 0.0899 -0.0007 -0.0007 -0.0036
D 110.000 0.1429 0.0000 0.0899 -0.0007 -0.0007 -0.0036
D 110.000 0.1470 0.0000 0.0942 -0.0034 -0.0034 -0.0280
D 100.000 0.1470 0.0000 0.0942 -0.0034 -0.0034 -0.0280
D 100.000 0.1579 0.0000 0.1165 -0.0059 -0.0059 -0.0484
D 90.000 0.1579 0.0000 0.1165 -0.0059 -0.0059 -0.0484
D 90.000 0.1623 0.0000 0.1210 -0.0076 -0.0076 -0.0571
D 80.000 0.1623 0.0000 0.1210 -0.0076 -0.0076 -0.0571
D 80.000 0.1795 0.0000 0.1370 -0.0100 -0.0100 -0.0735
D 70.000 0.1795 0.0000 0.1370 -0.0100 -0.0100 -0.0735
D 70.000 0.1655 0.0000 0.1262 -0.0123 -0.0123 -0.0884
D 60.000 0.1655 0.0000 0.1262 -0.0123 -0.0123 -0.0884
D 60.000 0.1885 0.0000 0.2122 -0.0173 -0.0173 -0.1161
D 40.000 0.1885 0.0000 0.2122 -0.0173 -0.0173 -0.1161
D 40.000 0.1736 0.0000 0.2110 -0.0252 -0.0297 -0.1773
D 20.000 0.1736 0.0000 0.2110 -0.0252 -0.0297 -0.1773
D 20.000 0.2004 0.0000 0.2669 -0.0268 -0.0354 -0.2123
D 0.000 0.2004 0.0000 0.2669 -0.0268 -0.0354 -0.2123
C 128.000 0.3171 0.0000 0.0579 -0.3685 -0.3686 -2.0180
C 125.000 0.0974 0.0000 0.0648 0.2062 0.2062 0.3100
C 90.000 0.0374 0.0000 0.0324 0.1031 0.1031 0.1190
C 45.000 0.2403 0.0000 0.0592 -0.3764 -0.3764 -1.5290
C 32.000 0.1332 0.0000 0.1296 0.4124 0.0000 0.0000
C 125.000 1.0540 0.0504 0.1680 0.5346 0.5346 3.9216 27.
C 90.000 0.0759 0.0133 0.0425 0.2013 0.2013 0.3204 90.
C 32.000 1.2044 0.6445 0.4470 3.4768 3.4768 5.3485 45.
C 32.000 0.6024 -0.3256 0.2810 2.1857 -2.1857 -2.6643 300.
LOADS DUE TO LADDER
===================
LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS.....
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
D 150.000 0.00 0.0 180.0 0.0435 0.0043 0.0023 0.0166
D 120.000 0.00 0.0 180.0 0.0413 0.0043 0.0023 0.0158
D 120.000 0.00 0.0 180.0 0.0406 0.0043 0.0009 0.0062
D 110.000 0.00 0.0 180.0 0.0406 0.0043 0.0009 0.0062
D 110.000 0.00 0.0 180.0 0.0396 0.0043 0.0026 -0.0167
D 100.000 0.00 0.0 180.0 0.0396 0.0043 0.0026 -0.0167
D 100.000 0.00 0.0 180.0 0.0385 0.0043 0.0056 -0.0357
D 90.000 0.00 0.0 180.0 0.0385 0.0043 0.0056 -0.0357
D 90.000 0.00 0.0 180.0 0.0373 0.0043 0.0087 -0.0532
D 80.000 0.00 0.0 180.0 0.0373 0.0043 0.0087 -0.0532
D 80.000 0.00 0.0 180.0 0.0360 0.0043 0.0117 -0.0694
D 70.000 0.00 0.0 180.0 0.0360 0.0043 0.0117 -0.0694
D 70.000 0.00 0.0 180.0 0.0346 0.0043 0.0148 -0.0840
D 60.000 0.00 0.0 180.0 0.0346 0.0043 0.0148 -0.0840
D 60.000 0.00 0.0 180.0 0.0320 0.0043 0.0193 -0.1018
D 40.000 0.00 0.0 180.0 0.0320 0.0043 0.0193 -0.1018
D 40.000 0.00 0.0 180.0 0.0285 0.0043 0.0283 -0.1325
D 20.000 0.00 0.0 180.0 0.0285 0.0043 0.0283 -0.1325
D 20.000 0.00 0.0 180.0 0.0285 0.0043 0.0344 -0.1611
D 0.000 0.00 0.0 180.0 0.0285 0.0043 0.0344 -0.1611
LOADS DUE TO TRANSMISSION LINES
===============================
LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS.....
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
D 150.000 0.00 0.0 180.0 0.0000 0.0000 0.0000 0.0000
D 130.000 0.00 0.0 180.0 0.0000 0.0000 0.0000 0.0000
D 130.000 0.00 0.0 180.0 0.0050 0.0006 0.0022 -0.0125
D 125.000 0.00 0.0 180.0 0.0050 0.0006 0.0022 -0.0125
D 125.000 0.00 0.0 180.0 0.0130 0.0016 0.0018 -0.0091
D 120.000 0.00 0.0 180.0 0.0130 0.0016 0.0018 -0.0091
D 120.000 0.00 0.0 180.0 0.0127 0.0016 0.0019 -0.0098
D 110.000 0.00 0.0 180.0 0.0127 0.0016 0.0019 -0.0098
D 110.000 0.00 0.0 180.0 0.0124 0.0016 0.0023 -0.0113
D 100.000 0.00 0.0 180.0 0.0124 0.0016 0.0023 -0.0113
D 100.000 0.00 0.0 180.0 0.0121 0.0016 0.0026 -0.0127
D 90.000 0.00 0.0 180.0 0.0121 0.0016 0.0026 -0.0127
D 90.000 0.00 0.0 180.0 0.0141 0.0017 0.0021 -0.0038
D 80.000 0.00 0.0 180.0 0.0141 0.0017 0.0021 -0.0038
D 80.000 0.00 0.0 180.0 0.0136 0.0017 0.0023 -0.0041
D 70.000 0.00 0.0 180.0 0.0136 0.0017 0.0023 -0.0041
D 70.000 0.00 0.0 180.0 0.0130 0.0017 0.0026 -0.0044
D 60.000 0.00 0.0 180.0 0.0130 0.0017 0.0026 -0.0044
D 60.000 0.00 0.0 180.0 0.0137 0.0020 0.0052 -0.0143
D 40.000 0.00 0.0 180.0 0.0137 0.0020 0.0052 -0.0143
D 40.000 0.00 0.0 180.0 0.0203 0.0034 0.0110 -0.0448
D 20.000 0.00 0.0 180.0 0.0203 0.0034 0.0110 -0.0448
D 20.000 0.00 0.0 180.0 0.0229 0.0038 0.0114 -0.0512
D 0.000 0.00 0.0 180.0 0.0229 0.0038 0.0114 -0.0512
LOADS DUE TO OTHER MOUNTINGS
============================
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 128.000 9.00 225.0 180.0 0.3171 0.0579 0.0000 0.0000
C 125.000 4.50 45.0 180.0 0.0974 0.0648 0.0000 0.0000
C 90.000 4.50 45.0 180.0 0.0374 0.0324 0.0000 0.0000
C 45.000 9.00 225.0 180.0 0.2403 0.0592 0.0000 0.0000
C 32.000 3.18 0.0 180.0 0.1332 0.1296 0.0000 0.0000
LOADS DUE TO MICROWAVE PARABOLIC ANTENNAS
=========================================
.........ANTENNA......... .ATTACHMENT. ........ANTENNA FORCES..........
TYPE SIZE ELEV AZIM RADIUS AZIM AXIAL SHEAR GRAVITY TORSION
ft ft deg ft deg kip kip kip ft-kip
STD 6.0 125.000 27. 4.50 45. -0.96 0.43 0.17 0.73
HP 2.0 90.000 90. 6.70 45. -0.01 0.08 0.04 0.02
HP 8.0 32.000 45. 11.00 45. -1.31 0.40 0.45 0.99
HP 6.0 32.000 300. 11.00 315. -0.58 -0.36 0.28 -0.51
INDIVIDUAL ELEMENT LOADS
========================
TYPE MATERIAL ......BARE LOADS..... ...CURRENT LOADING...
NO TYPE GRAVITY WIND AREA GRAVITY WIND AREA
plf ft.sq/ft plf ft.sq/ft
1 STD 40.521 0.896 40.521 1.075
2 STD 28.581 0.719 28.581 0.863
3 STD 18.992 0.552 18.992 0.663
4 XS 14.997 0.375 14.997 0.450
5 XS 10.262 0.292 10.262 0.350
6 STD 5.798 0.240 5.798 0.287
7 STD 7.583 0.292 7.583 0.350
8 STD 2.720 0.158 2.720 0.190
9 L 2.113 0.146 2.113 0.292
10 L 3.296 0.167 3.296 0.333
11 L 2.871 0.146 2.871 0.292
12 L 4.227 0.146 4.227 0.292
13 L 5.163 0.208 5.163 0.417
14 L 5.503 0.208 5.503 0.417
15 L 4.865 0.167 4.865 0.333
16 L 3.296 0.167 3.296 0.333
17 L 2.871 0.146 2.871 0.292
18 L 4.865 0.167 4.865 0.333
19 L 3.662 0.146 3.662 0.292
20 PL 1.276 0.167 1.276 0.333
21 SR 1.503 0.063 1.503 0.075
22 STD 10.801 0.375 10.801 0.450
23 SR 4.137 0.442 4.137 0.530
AH1.625 1.040 0.165 1.040 0.198
AH0.875 0.540 0.093 0.540 0.111
EWP180 0.150 0.065 0.150 0.063
AH1.625 1.040 0.165 1.040 0.198
AH0.875 0.540 0.093 0.540 0.111
AH0.875 0.540 0.093 0.540 0.111
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ORIGINAL DATA FILE :
c:\Documents and Settings\sean\My Documents\Projects\Website\samples\working\de
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line contents
no
1 [DEMOSU] - 150 ft ss tower analysis - October 2004
2 MAST GEOMETRY
3 X, 4, 1, 0, 60, 17, 11, 20
4 ,,, 60, 120, 11, 5, 10
5 ,, 0, 120, 150, 5, 5, 5
6 PANEL PROPERTIES
7 0, 20, 1, 7, 0, 0, 0, 14, 0
8 20, 40, 2,,,,, 15
9 40, 60,,, 13,,, 16
10 60, 70, 3, 8, 0,,, 17
11 70, 80,,, 11,,, 19
12 80, 100, 4,,,,, 18
13 100, 120, 5,, 10
14 120, 125, 6, 9, 0,,, 0
15 125, 150,,, 12
16 MATERIAL TYPES
17 STD, 1, 1, 0, 10, 0, 0, 490 /LEG 0-20
18 , 2,,, 8 /LEG 20-60
19 , 3,,, 6 /LEG 60-80
20 XS, 4,,, 4 /LEG 80-100
21 , 5,,, 3 /LEG 100-120
22 STD, 6,,, 2.5 /LEG 120-150
23 , 7,,, 3 /DIAG 0-60
24 , 8,,, 1.5 /DIAG 60-120
25 L, 9,,, 1.75, 1.75, 0.1875 /DIAG 120-150
26 , 10, 2,, 2, 2, 0.125 /HOR 100 - 120
27 , 11,,, 1.75, 1.75, 0.125 /HOR 70 - 100
28 , 12,,,,, 0.1875 /HOR 125 - 150
29 , 13,,, 2.5, 2.5,, 412 /EQ HOR 60
30 , 14,,, 2.5, 2, 0.1875, 490 /SUBHOR 10
31 , 15,,, 2, 2, /SUBHOR 30
32 , 16,,, 2, 2, 0.125 /SUBHOR 50
33 , 17,,, 1.75, 1.75 /SUBHOR 65,75-120
34 , 18,,, 2, 2, 0.1875 /EQ SUBHOR 30
35 , 19,,, 1.75, 1.75, 0.125, 625 /EQ SUBHOR 75
36 PL, 20,1,, 2, 0, 0.1875, 490 /LADDER RAIL
37 SR, 21,,, 0.75, 0, 0 /LADDER RUNG
38 STD, 22,,, 4 /MTG PIPE - DISH
39 SR, 23,,, 5.3,,, 27 /DB230
40 LADDER GEOMETRY
41 0, 40, 16, 12, -8.7, 225, 135, 20, 21, 0
42 40, 100,,, -5.2
43 100, 110,,, -0.95
44 110, 120,,, -0.57,45
45 120, 150,,, 0.54
46 TRANSMISSION LINES
47 AH0.875,, 125, 1, -12.0, 45, 45 /TX for PL6F-21C
48 EWP180,, 90 /TX for HP2-180G
49 AH0.875,, 32,,, 315, 315 /TX for HP170-B72
50 ,,,,, 45, 45 /TX for UHP8-22
51 AH1.625,, 128,,, 225, 135 /TX for DB230
52 ,, 45 /TX for DB230
53 MICROWAVE PARABOLIC ANTENNAS
54 STD, 125, 27, 6, 4.5, 45, 0
55 HP, 90, 90, 2, 6.7
56 , 32, 300, 6, 11, 315
57 ,, 45, 8,, 45
58 OTHER MOUNTINGS
59 125, 22, 1, 6, 4.5, 45, 0, 90 /DISH MTG PIPE
60 90,,, 3 /DISH MTG PIPE
61 32,,, 6,, 315 /DISH MTG PIPE
62 ,,,,, 45 /DISH MTG PIPE
63 128,23,, 14, 9, 225 /DB230
64 45,,,14.3 /DB230
65 BARE - 100 mph wind AT AZIMUTH 0
66 WIND LOADING
67 0, 100, 0, 0, 56, 1, 1, 1, 1, 1, 1
68 suppress printing
69 8*0
70 BARE - 100 mph wind AT AZIMUTH 90
71 WIND LOADING
72 90, 100, 0, 0, 56, 1, 1, 1, 1, 1, 1
73 suppress printing
74 0, 1, 1, 1, 4*0
75 BARE - 100 mph wind AT AZIMUTH 180
76 WIND LOADING
77 180, 100, 0, 0, 56, 1, 1, 1, 1, 1, 1
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END OF FILE
ELAPSED CPU TIME 0.08 SECONDS.
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