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OUTRIG - Torsion Resistor Analysis (c)1997 Guymast Inc. 416-736-7453
Processed under license at:
Weisman Consultants Inc. on: 24 sep 2004 at: 17:12:36
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[DEMOU] - ANALYSIS OF T.R. AT 280 FT - OCTOBER 2004
DESCRIPTION OF OUTRIGGER
------------------------
GUY GUY NO OF OUTRIGGER MEMBERS TYPE
ELEV SPREAD GUYS UPPER LOWER OF
ft ft in.sq in.sq REPORT
280.00 14.00 6 3.125 3.125 1
TYPE OF REPORT : 1. Maximum values only
2. All values including maximum
DESCRIPTION OF MAST
-------------------
PANEL..............GEOMETRY MEMBER............PROPERTIES
TYPE TOP-ELEV FACE-WIDTH LEG DIAG HORIZ
ft ft in.sq in.sq in.sq
3 283.33 2.50 3.140 0.790 0.790
3 281.67 2.50 3.140 0.790 0.790
3 280.00 2.50 3.140 0.790 0.790
3 278.33 2.50 3.140 0.790 0.790
PANEL TYPES : 1. One diagonal down to the right
2. One diagonal down to the left
3. Two diagonals crossed
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LOADING NO 1
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Bare tower 100 mph wind at azimuth 0 deg
GUY FORCES
----------
GUY G U Y F O R C E S (kip)
NO NORTH EAST DOWN
1 11.52 -0.02 14.98
2 -2.31 3.08 4.62
3 -2.26 2.99 4.50
4 -2.87 -4.06 6.01
5 -3.44 -5.06 7.43
6 10.54 -0.02 13.78
MAST FORCES
-----------
TOTAL ......SHEAR...... ......MOMENT..... TORSION
AXIAL N - S E - W N - S E - W
kip kip kip ft-kip ft-kip ft-kip
above 2.20 -4.43 0.60 35.28 -4.17 -0.54
below 54.43 5.72 -2.41 -44.82 6.45 14.86
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
! !
! S U M OF G U Y F O R C E S !
! !
! TOTAL ......SHEAR...... ......MOMENT..... TORSION !
! AXIAL N - S E - W N - S E - W !
! kip kip kip ft-kip ft-kip ft-kip !
! !
! 51.31 11.19 -3.08 -80.03 11.23 14.30 !
! !
! Compare these forces to Guy Reactions in GUYMAST !
! !
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
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LOADING NO 2
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Bare tower 100 mph wind at azimuth 90 deg
GUY FORCES
----------
GUY G U Y F O R C E S (kip)
NO NORTH EAST DOWN
1 5.88 -0.54 7.50
2 -5.59 9.25 14.05
3 -5.78 9.58 14.53
4 -1.10 -2.38 2.94
5 -1.15 -2.47 3.07
6 6.92 -0.54 8.78
MAST FORCES
-----------
TOTAL ......SHEAR...... ......MOMENT..... TORSION
AXIAL N - S E - W N - S E - W
kip kip kip ft-kip ft-kip ft-kip
above 2.20 -0.02 -4.13 -1.04 33.75 7.70
below 53.99 -0.68 7.73 4.67 -33.78 3.20
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
! !
! S U M OF G U Y F O R C E S !
! !
! TOTAL ......SHEAR...... ......MOMENT..... TORSION !
! AXIAL N - S E - W N - S E - W !
! kip kip kip ft-kip ft-kip ft-kip !
! !
! 50.88 -0.83 12.91 6.26 -67.93 -3.15 !
! !
! Compare these forces to Guy Reactions in GUYMAST !
! !
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
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LOADING NO 3
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Bare tower 100 mph wind at azimuth 180 deg
GUY FORCES
----------
GUY G U Y F O R C E S (kip)
NO NORTH EAST DOWN
1 2.19 0.00 2.38
2 -3.49 6.95 10.15
3 -4.34 8.41 12.23
4 -3.87 -7.60 11.09
5 -2.97 -6.05 8.87
6 2.31 0.00 2.53
MAST FORCES
-----------
TOTAL ......SHEAR...... ......MOMENT..... TORSION
AXIAL N - S E - W N - S E - W
kip kip kip ft-kip ft-kip ft-kip
above 2.20 3.45 0.31 -30.85 -2.10 -7.39
below 50.36 -5.99 2.00 61.03 -10.25 -9.42
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
! !
! S U M OF G U Y F O R C E S !
! !
! TOTAL ......SHEAR...... ......MOMENT..... TORSION !
! AXIAL N - S E - W N - S E - W !
! kip kip kip ft-kip ft-kip ft-kip !
! !
! 47.24 -10.17 1.71 91.90 -7.89 -1.66 !
! !
! Compare these forces to Guy Reactions in GUYMAST !
! !
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
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MAXIMUM FORCES IN OUTRIGGER MEMBERS (kip)
-----------------------------------------
FORCE upper load lower load
TYPE member case member case
tension 30.87 2 0.61 3
compression 0.00 0 36.23 1
--------------------------------------
Length (in) 91.81 91.81
MAXIMUM FORCES IN CONNECTION ON LEGS (kip)
------------------------------------------
----------SHEAR--------- ----RADIAL----
ELEV DOWN HORIZ TOTAL PULL PUSH
281.67 10.13 -18.21 20.37 15.76 0.00
2 2 2 2 0 load case
278.33 14.72 4.59 15.42 0.00 22.90
1 1 1 0 1 load case
MAXIMUM FORCES IN CONNECTION ON FACES (kip)
-------------------------------------------
ELEV ---------SHEAR---------- PULL PUSH
DOWN HORIZ TOTAL OFF ON
281.67 6.74 -5.04 8.42 29.70 0.00
2 2 2 2 0 load case
278.33 7.91 5.92 9.88 0.59 34.86
1 1 1 3 1 load case
MAXIMUM TENSION IN MAST MEMBERS (kip)
-------------------------------------
ELEV LEGS load DIAG load HORIZ load ----LENGTHS (in)----
ft case case case LEGS DIAG HORIZ
281.7 ------------------------------ 18.43 1 30.00
0.00 0 11.56 3 20.04 36.08
280.0 ------------------------------ 2.70 2 30.00
7.20 3 7.36 3 20.04 36.08
278.3 ------------------------------ 0.83 2 30.00
16.12 3 20.04 36.08
276.7 ------------------------------
MAXIMUM COMPRESSION IN MAST MEMBERS (kip)
-----------------------------------------
ELEV LEGS load DIAG load HORIZ load ----LENGTHS (in)----
ft case case case LEGS DIAG HORIZ
281.7 ------------------------------ 4.14 3 30.00
21.36 2 7.25 1 20.04 36.08
280.0 ------------------------------ 2.56 2 30.00
18.50 3 10.84 3 20.04 36.08
278.3 ------------------------------ 7.70 2 30.00
37.05 1 20.04 36.08
276.7 ------------------------------
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ELAPSED CPU TIME 0.03 SECONDS.
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ORIGINAL DATA FILE :
c:\Documents and Settings\sean\My Documents\Projects\Website\samples\working\de
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[DEMOU] - ANALYSIS OF T.R. AT 280 FT - OCTOBER 2004
280, 14, 6, 3.125, 3.125, 1
3, 283.33, 2.5, 3.14, 0.79, 0.79
3, 281.67, 2.5, 3.14, 0.79, 0.79
3, 280.00, 2.5, 3.14, 0.79, 0.79
3, 278.33, 2.5, 3.14, 0.79, 0.79
Bare tower 100 mph wind at azimuth 0 deg
11.522, -.018, 14.982
-2.308, 3.075, 4.620
-2.259, 2.991, 4.496
-2.865, -4.057, 6.007
-3.436, -5.056, 7.431
10.540, -.016, 13.776
2.202, -4.426, .604, 35.282, -4.168, -.535
54.426, 5.721, -2.415, -44.821, 6.452, 14.863
Bare tower 100 mph wind at azimuth 90 deg
5.884, -.540, 7.499
-5.591, 9.249, 14.054
-5.783, 9.582, 14.534
-1.101, -2.380, 2.942
-1.151, -2.467, 3.068
6.916, -.536, 8.781
2.202, -.022, -4.128, -1.044, 33.750, 7.704
53.993, -.682, 7.733, 4.671, -33.777, 3.201
Bare tower 100 mph wind at azimuth 180 deg
2.187, .001, 2.375
-3.492, 6.952, 10.147
-4.335, 8.406, 12.235
-3.872, -7.601, 11.093
-2.971, -6.049, 8.867
2.310, .001, 2.528
2.202, 3.451, .309, -30.853, -2.103, -7.395
50.358, -5.992, 1.997, 61.025, -10.247, -9.416
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END OF FILE