HomeMy WebLinkAboutSTRUCTURAL CALCS - 98-00023 - Horkleys Self Service - CanopyiL
-1�
Dgne *
siCalculatm
ions
:qtr°uctura!
Steel CanopY
Harkley's Service Statian
Supplied by -,I
Kustom Kanopips, inc.
27139 Midland Dr.,
Qgci�rt, L17 84401
Designed b
r qiF
mountain view Enginee
P.0. fox 83B
Brigham City, UT 84302
James O. Moore, P.E.
Rexburg, Idaho
PR<)
'���C,INFC� f0
�✓� 4n` dP �0 `�
'ids O. 0
ring, Inc.
5 Pagas cif FIS
0
P
0
d
%e.. Fir
2
+�k
Mountain View Engineering
P.O.. E30X $39, Brigham C ItY� Utah. 84302
Phone (4iaN--y'
9700 Fax., (435}734-951
9
.fob: ..._.
Subject:
DESIGN CRITERIA
SL
ffi ZAftm
one F%ftl
WH-ld
ExPO,Sure
nusrom Kanop* #e)()(38
HOrkleyls,4
Rexburg, Idaho
LATERAL
Wind
ce =
Cq
q s �,
1w
=
PW �
w
ULT Total SaSe Shear (V)
MM
A%9D Total Hase $hear (V) I
ULT Latera! LOad F-ach COlumn
ASD Lateral Lcad Eich CO umn
DStance From
Ba�;e %=
FOOTINGS (per UBC 1806-8-2,2)
Allowabis Waif pre,%qsura =
"lax- Vertjc,.Rl COI(Amn Load
Length
Width
Depth (gee PNERCAL.C)
q (actual) ----:
q (aHowabfpo ;
26
76
15.5
18..E
1
4
I
1500
25.06
5
5
5.62
18145
2886
Psi.
PS r
rirph
ft
R
h
n
psf
JL 4
1
Page:
fate:
By:
CONTINUOUs PURLiN LAYOUT
P�l in OPiar.ing
Edge DtstanCe Each fide T
Left Cantilever
YW n.,
Zm;rj
8 ay (;S) (,g
R"ght Cflntllever
w (0 L) -
W (LL)
From ENERCALC Printout, t1��
CON U-0US BEAM LAYOUT
Lift Cant�Over
Bay(s) @
Right Ganfilever
MaXIMUM Tributary Wicilh
P1 (DQ
P1 (LL)
P2 (DQ
From ENERCALC Printout, Use
COLUMN
CIAIrnn sPecirication.,
Fy -
Length
Mornent
�kfp � (required)dip S ( �t
�uat) !�
k ip UnItY Check
kip
kip
ft
psf
kip
ft
ft
ft
psf
P Sf
.��
P_
I of 5
5/21/98
Pa U1
7,33
ft
2
ry
�3
ry
24
ft
10
n
24
R
9
ft
0. V73 W
0•2,57 xff
VV1 0x1 7
13
R
0
�y
13
f;
21.00
R
1,55
I�Ip
5.46
kjp
'1.20
kip,
4,22.
kip
W 1 nx30
X 10 ",X
4 T Lj bee
17
f(
41-89
k -p -,p
18,21
inAa
30.1
fn -,3
OK
OF
rl
A
m
MOUNTAIN VIEW
ENGMEIIXCIG, INC.,
RO, Box X39 • $righ�rn
Ptipity. Utah $4,�p2
�i�e 48Q I ] 7.34-�70Q • Fes- (801) 734-95 19
a
1
4&
Job
7-
Page_ Or 15
Date �-'/__ 9•qg
f
P
MOUNTAIN VIEW ENGINEERING, INC,
P -0-k Sox 23$
Brigham City, Utah "302
Phony (801) 734-9700
Fax (80 1) 734-8618
W--71
DOcriptioll rurlin
Goneral
FY•'�k! stress 50 PQ Is�E
5pAns CorAidc-re-ti Ctrsdnuccs Cj,,ref p0r(.!r
Span ln���
f�t�`�#�an
ft
It
il#* & Gikeehr�e Cana'�Y
Dig-nr Pau!
D**cFiPtkM :Hwy►a
R ob urp, 10
--_
Mulfl-$pan Steel Beam
Job N we
4#t*; $:4M, 21 MAY 08
I -
-1 PA.
jDXL 7
1.00 it .
Loads
ode Load
Dead Load
Uve Loyd kM
Results
P
fix=
Max Losh End k,ft
dPlu-
:►`.,
Fb
kwm bl
1
P
AMal Psi
F . Atowa bk
ii
by ft
(M Right
all c .cr a ,
DL Ltft
LL L eq
Ti LAR
L C Right
IV
T qA1 Q Right
iM Dlafienn
SP4ir1iDeftnLcbw#�
yet, Y" y," Yes Ye
0.073 0,07a 10.073 10,073 0.073
1
4 01DQ-
t OK
d� O
1 o
200000.0
ar 0)c
11,30
L.
84
D*Wikq OK
I it2,,
207000.0
ar O
0,01)
0
-13.36
0-00
st8, 9
3 5 00 '
1".
20 , DOO.0
SI"W o
.89 Z97
k 2,97 3.89 1.65 4,03 .01
0.00
1.55
.
1.22 1.55
F 1 ,
0-00
7.005,54 5.64
7100
a ! 5
r 5.54 O
-4 0.074 -0.384 O.
.�
:5100
1 1 ,8900
,
749.8 1 t823.1 LS 21413,1
P
1983-98 ENERCASCe c.-'198Pr()j — "' -_ _, _
-41- - ....... I-- , ��-
J9
r
MOUN,A1N Vi�VV
POENGINEERING, INO,
.. 8cx 934
Origham CitY, Utah 84302
phone (801) 734.9700
Fax (80 ) 734.9 61g
+a- e�woT
:
PY
Dognm Pad
Dwripoon t Horkjeyis
U6 Raxbwol it)
Steel :Sectjo
n 1. W14X30
C�enler Span
Lan Cant -
Right �+nt
Lu. Unbrace'd Length
FpOint LO
3, 00 T, Fixed -Free
.
WV IL
T3 3 ft
It
F
�0;3cl Duration Fam,r
a su ,(Jj
' * .w
A4 44 i! Oqw 5-
Eli iiv J 51!
Dead Load
LjYe Loafj 1-550 1.200
5hOrl Term 5,400 4-220 k
3.670 11"000
SLIMM -Y
U&Ing-'W1030 %ectn, man
��� LCF m
Moment L_ Allowablo
fb: Bandiinq StFez�s 85,a47 Wt 102.17a k ---ft
24.355 ksMaX N ectIo `
F Len
Shear 421,3,
Shear strims 3.320 k$[
74.7M
•!!y 11li- L fy I Fv 0.166 1
Max.ForCe
M +
Max. 1y
Max_ fit
Max. M (9 Right
shear Left
$how F-ii9f,it
Center Nn_
Lati cant c>en
Might Cant Dei1
..-Query Den a
Lm�u
86,35 k-
- F 741 Y n
0,000 I n
GrOOO In
0,000 ff
L
f
-0,154
0.000
0,000
0,000
columns are Oend + Live I-Oad
LL L-L+T LL
-Cen ter (M C
1.43
OLOOO
Left 12.43 2.75
Int X2.43
Fit cafc"d per1.5.2, KtUr > Cq
SqftfOrl Propeftles W14X30
Depol
VAdt
WO Thick
Are
k
k
1
O -NO
0, 000
0.000 In
0,
0 000
x, 000 In
0,000
0,000
000 in
12,4
k
�.-r,F-,-_
---------
13-840 weight
. 08. P
I -XX 29 1 �00 jn4 r -YY 5, 734 in
4 1.40 in
1n60 1,740 in
8.85 41 - -052 i
Yr.8 1-0
(c) R C�A t�- ff- dE.6
r , .�. 5 art -19 . en c-
MOUNTAIN VIEW ENGINEERING, INC,
P-10.2 Box 839
Brigham City, Utah U302
Phone (801) 734-9700
Fax (801 ) 734-9,619
TTUe : Gesaflne Canopy
r�p�art ; H ay's
C*gnr. Paul
ae,xWl,10
sto Pq :
Pole Embedment in Soil
rw
Description Faw'l'ng Embedme )'epth
uenerai information
Ailow Passive
Max Passive
Load duraflon factor
PO#e 1.3 Rectangular
VV'Idth
R6-straintLd (!� Surface
summary
Surface.,
Point loa(J
OCitributed Ic),n(j
%VrthOLA Surfacia RHstra-nt,,,
Required Nt,
Press @ 113 Embed—
Actual
---V
150.00 P&
,0c) P&
1.330
a81650.00 ft-#
04000 ft
000 par
V G PSS
ApplIed Loadq---
Point Load
4115t8nCe from base
Distdbuled Load
distance to top
dixtance to botiam
Total Moment
Total Latera[
With Surface
Re 'd I���h
Pmssure
Actual
Allowable
Surface Riastraint force
I
Ic
A- FA M -1m.
3k450.00 lbs
IT000 ft
0-00 #/ft
0.000 R
OrO()() ft
5,617 ft
1 120�60 nsf
7 r- -1
1,120ZO PV
14,940e50 lbs
CA 9 6 P r ci " jtn a pi m -!;I m x bur g. Pay C a I C; U I a KVM66�415q. Ver 5-0.5,
0
In
d
IL
9"
i T_ Am
1;'- 6 m AFAR
I
Fw1
IS -0 p
z
amw
�S
WIL
Ob
5
CND
Fp4p
L4
0
cn
v
!"P4
IU3 JI
elk -I
AL
)L-5