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LEWIS &
• LI 6/10
VAN VLEET
I n c o r p o r a t e d
principals
`rls c. van .lest.
garyj. lewis. p.e.
STRUCTURAL CALCULATIONS
FOR
Westside Dance & Gymnastics
Academy Sign
Tigard, Oregon
FOR
Highlight Signs
SIGNED 11/24/98
P Ro,
c ��C'��G1NF
,a 15, 0? r , R-
01,1 a co
J. MES
EXPIRESI2/31/1998
consulting engineers
16660 s.w. boones ferry road
tualatin. oregon 97062
[503) 685.0605 phone
[503)13135.1206 fax
LEWIS &
consulting engineers Job WeS1 4Db tikt4 S ]C...,.,
LI 18660 s.w. boones ferry road Client PlwId1.1GMT' Sa GNS
tualatin. oregon 97062 Job No. By C.=a.I L.
(503] 1385.0605 phone [503) 885.1206 fax
VAN VLEET Date 11— 1 9 5 Sheet No. C 1
Incorporated
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LEWIS &
consulting engineers Job ►- ac- e-11SIbA)..)c.E sle.m...,
CI Client k}I G0-u! irl-< S1(o J S
18660 s.w. boones ferry road
tualatin. oregon 97062 Job No. By 6.3 L-
(50318135.8605 phone (50318E15.1206 fax
VAN VLEET Date 1 I ‘°I aU Sheet No. S - 2
Incorporated
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* * * * * * * * * * UNCONSTRAINED EMBEDDED POLE (PER UBC 2907g.2. A.)
Lewis & Van Vleet Inc. Consulting Engineers
EMBEDDED POLE PROGRAM FOR SOLVING THE REQUIRED DEPTH
OF A POLE FOR A GIVEN LATERAL LOAD. TRY DIFFERENT DEPTHS
UNTIL ADEQUATE DEPTH IS FOUND. UNCONSTRAINED CONDITION.
**************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Westside Dance Academy Sign Base -- East -West
INPUT DATA ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
P = 1228 pounds * *APPLIED LATERAL FORCE
h = 12.25 feet * *DISTANCE FROM GROUND TO APPLICATION OF "P"
LSP = 200 psf/ft * *ALLOWABLE LATERAL SOIL PRESSURE
b = 5.00 feet * *DIAMETER OF POST OR FOOTING
TRIAL d = 5.50 feet * *DEPTH OF EMBEDMENT - 12 FT MAX.
OUTPUT ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
S1 = 366.67 psf * *ALLOW. SOIL BRG. PRESS. BASED ON 1/3 d
A = 1.57 feet
CALC d = 5.43 feet - - -> OK, LESS THAN TRIAL d
•
S
* * * * * * * * ** UNCONSTRAINED EMBEDDED POLE (PER UBC 2907g.2.A) * * * * * * * * **
Lewis & Van Vleet Inc. Consulting Engineers
EMBEDDED POLE PROGRAM FOR SOLVING THE REQUIRED DEPTH
OF A POLE FOR A GIVEN LATERAL LOAD. TRY DIFFERENT DEPTHS
UNTIL ADEQUATE DEPTH IS FOUND. UNCONSTRAINED CONDITION.
**************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Westside Dance Academy Sign Base -- East -West
INPUT DATA ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
P = 1228 pounds * *APPLIED LATERAL FORCE
h = 12.25 feet * *DISTANCE FROM GROUND TO APPLICATION OF "P"
LSP = 200 psf/ft * *ALLOWABLE LATERAL SOIL PRESSURE
b = 4.00 feet * *DIAMETER OF POST OR FOOTING
TRIAL d = 6.00 feet * *DEPTH OF EMBEDMENT - 12 FT MAX.
OUTPUT ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
S1 = 400.00 psf * *ALLOW. SOIL BRG. PRESS. BASED ON 1/3 d
A = 1.80 feet
CALC d = 5.88 feet - - -> OK, LESS THAN TRIAL d
a • ■• iy S-S
* * * * * * * * * * UNCONSTRAINED EMBEDDED POLE (PER UBC 29078.2. A.)
Lewis & Van Vleet Inc. Consulting Engineers
EMBEDDED POLE PROGRAM FOR SOLVING THE REQUIRED DEPTH
OF A POLE FOR A GIVEN LATERAL LOAD. TRY DIFFERENT DEPTHS
UNTIL ADEQUATE DEPTH IS FOUND. UNCONSTRAINED CONDITION.
**************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Westside Dance Academy Sign Base -- North -South
INPUT DATA ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
P = 553 pounds **APPLIED LATERAL FORCE
h = 8.92 feet * *DISTANCE FROM GROUND TO APPLICATION OF "P"
LSP = 200 ps 'ft * *ALLOWABLE LATERAL SOIL PRESSURE
b = 3.00 feet * *DIAMETER OF POST OR FOOTING
TRIAL d = 5.50 feet * *DEPTH OF EMBEDMENT - 12 FT MAX.
OUTPUT ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
S1 = 366.67 psf * *ALLOW. SOIL BRG. PRESS. BASED ON 1/3 d
A = 1.18 feet
CALC d = 4.02 feet - - -> OK, LESS THAN TRIAL d