HomeMy WebLinkAboutPROJECT INFORMATIONSMARTSHEET-SQUARE TAPERED CONCRETE POLE
POLE LENGTH, FT. 18 VARIES PER "L" STANDARD PIPE TENON SIZE
POLE WEIGHT, LBS. 990 NOMINAL DIA. OUTSIDE DIA.
POLE EMBEDMENT, FT. 6 • 2" 2 3/8"
HEIGHT A.G., FT. 12 (4) 7/16" 270KSI 2 1/2" 2 7/8"
LU
DESIGN WIND SPEED, MPH 160 a LO-LAX w 15.31K EA.
. 3" 3 1/2"
MAX. EPA, FT 6.0
M
SOIL TYPE Sand j • • Chris Ar alndl son
by Chris
A r l a n d s o n Date: 2021.08.04 14:06:36
#8 GROUND WIRE 4 5„-05'00'
STANDARD PIPE TENON "'
N
II d
CJ
0
-i
D 1" POLY PIPE
a
m
0
rn
N
m
A
T1
v 3"x5" HANDHOLE 2
W/ ALUMINUM COVER �_
o a
x
O
z
w
J
J
J
Q 4" OR 1"
w ELBOW iP .162" THICK
0 SPIRAL REINF.
(TYP.) * Exposure C, Risk Category II, Gust Factor=1.14
POLE O.K.? YES EMBEDMENT O.K.? YES
#8GROUND ®� �RLAIV s�®
z WIRE ®® \� °40
®� °°\GE�®
I? o ® V F
w No. 63302
4
114,
CD
7.9" �I I� 7.9" �I ®����' �•�5 6�
POLE ELEVATION REINFORCEMENT
N.T.S. N.T.S.
PROJECT NAME:
y�
PROJECT NO.: s P E C 1 A L T I E S I
/\J SmartLine Design
PRE -CAST SPECIALTIES, LLC.
POLE TYPE: 3898 Selvitz Road, Fort Pierce, Florida 34981 Always On.
Ph:722-266-5701 Ph:1-855-960-7274
POLE ANAL
YS/S PER2020FBC*
Ht., ft.
A, ft2
Kz
P, Ib.
GLM, k-f
fDIMn, k-ftMu,
k-ft
0-13'
6.0
.85
503
3.3
12.4
4.6
EPA
6.0
.90
334
4.3
-----
-----
TOTAL
P, Ibs
=837
TOTAL
GLM, k-ft
=7.6
EMBEDMENT ANAL YS/S
P=SUM(P)*.6=502 lb
SP=150
S1=2*SP*D/3=600
b=0.81' (POLE DIAG. WIDTH @ D/3)
A=2.34*P/S1 *b=1.8
h=GLM/SUM(P)=9.08'
REQ'D EMBEDMENT d=.SA{1+[1+(4.36h/A)]^1/2} = 6'
REO'D EMBEDMENT d <= D therefore O.K.