HomeMy WebLinkAboutWIND LOAD ANALYSISProject
Work 0
Part #:
Pole Le
Pole sht
Tip widt
Butt wid
Wall Th
.I
SCANNED
By
St. LUcp county
ime: ST LUCIE OAKS Date: 3/19/2010
�r: �'0, Design Standard: �20071FBC/ASCE� 7
0 w/ 3-sec. gust
th, ft 16 Pole shaft mats: 6061, T,6
shape 'ROUND' Base plate mall: 356 T6
in. 5 Bolt mail: F1554;G�ade 55
in. 5G Weld electrode: RE4030'
:ness, in. 0188
Anchor bolt dia., in. 1:00
Base pla a thickness, in. 1.00 No. of anchor bolts 4
Base pla a width, in. 16 Dia. of bolt circle, in. 12.0
Pole/base fillet weld size, in. 1/4 Anchor bolt embedment, in. 16
Wind Ve ocity, mph = 140 Tip Fixture EPA, ft^2 181
Exposur'I Category = C Fixture 2 EPA (if any) 0
Building classification = II Fixture 3 EPA (if any) b
Im orta 4ce Factor = 1,
11
WIND LOAD ANALYSIS
NONE b A Kz G C P, lbs Y, ft. M, in -kips
,10-15 5.00 6.25 0.85 1.14 0.70 212.8 7.5 19.2
15-16 5.00 0.42 0.90 1.14 0.70 15.0 15.5 2.8
re @ tip
1.81 0.90 1.14 0.5
46.6
xture
0.00 0.90 1.14 0.5
0.0
xture
0.00 0.90 1.14 0.5
0.0
otals
Sum P=
274.5
Bendin stress @ butt (fb), psi 9,715 Combined Stress Ratio
AllowabIIIe bending stress (Fb), psi 28,057 Bending stress @ butt O.K?
Max. bolt tension T, kips 1.9 Bolt tension O.K.?
Plate st',i ss, ksi 2.4 Plate stress O.K.?
Max. vV4,ld stress, ksi 4.2 Max. weld stress O.K.?
Pole design OK?
CHRIS LANDSON, P.E.
FL RE '. NO.63302
18
10.1
0
0.0
0
0.0
Sum M=
32.0
0.35
YES
YES
YES
YES
YES
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