HomeMy WebLinkAboutSTRUCTURAL DESIGN CALCS - 06-00424 - Airplane Hanger - Lone Bugle LLCyL D
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M5214
0600424
Airplane Hanger -Lone Bugle LLC
DESIGN LOADS
Budding Gude 2043 IBC
Live Lead 20.0 psf Roof Llv�
50.0 psf Ground Snow
35.0 psf Roos Snow
Exposure Factor (Ce) = 1.0
Thermal factor (Ct) = 1.a
' importance Factor (1) _ o_p
0.0 psf Rain an Snow
Wind Velocity 90 mph Epp. C �F�)gNcfcsgp
importance Factor (I) = 1.0
Collateral Load F 1.0 psi
Occ. Cad. 11
Seismic Zone
SS = 5IAI (%g; S, = 16.4 (%g)
Sds _ 0.4 r 3$ 5d• = 0.234
USS GFoup = ! Site Clas":,.— D
Se�sm'c Desgn Calegof-y = D
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Bohlen Building Systems
Columbus, Nebraska
Phone : (402) 564 -- 3111
Fax : (40Z) 563 — 7286
Da ic �uruciu-aj 6y Re, a
Mom an
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E � i~IIO ITaJ T" `� " J 1TE T R U LURA' COMPONENTS , _ ' ;--� -�D
L fH E r r LOADS ANDSTANDARDS I D'C �- � AND FURNISHED By B=,H PV
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T1 i ' . I c � 4 ! A � E, CERr !3 10A r P E NOT EXT-! 'D
Tom, ��� �� � I 9 PRO r E � 1 4- .-�. P PECTS T
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ERECTION
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UI-LD-ING SYSTEMS
4025 E. 23,11 Street
P.O. Box 569
Columbus, NE 68-602-os6g -U....S.A,
231 7 3v 7 -0
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BACK S i DEWJTL:Lt
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Wind Load a
Defti=r-,T'-
FacLor
0.75 1.00
ID
WIND =PE -ETT' ;
i Wind n
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1
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7�
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Pane
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,~ ■ Parapet
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5
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F. ElEe
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W --ND PRESSURE/ SUCT
W!in
n
0 -a-
L
71
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S 0 w Easc
i
Till 0
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1
0.00
Left
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'.
'D
0,00
2
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0. 7
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3
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Frame
0.271
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F. ElEe
0.00. V
W --ND PRESSURE/ SUCT
W!in
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Press
Surf
J
Wind
1
0.00
Left
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it
a.
0,00
C.
16.8
-1 . i
-0.7i
3
V
-0.71
-1-1
1
4
0,60
0.00
WIND COEFFICIENTS:
Wind
.
Sri
Surf
Rafter
Wind
1
0.00
Left
-0 -
it
1
0,00
C.
.
-0.80
-7-.16
-0.7i
3
0.00
-0.71
-1-1
T
4
0,60
0.00
C,
- 00
COLUMN
Load
6
7
8
Q
f
RAFTER
Load
Load
Brae.
0-42
' 1 n
Girt/Header
j a
Pane 1
Parapet
'�-4CING DESIGN
'
I cc
S ir.-
0 C, 0-00
Rafter
Wind
.
Sri
night
io
1 -
i
0.00
Left
-0 -
2
-0-35
i
-0-35
0.00
-0.80
!
0.00
3
0.00
0.0
0.00
T
■
0.
0,60
. 00
5
6
7
8
Q
f
RAFTER
Load
Load
Brae.
0-42
' 1 n
Girt/Header
j a
Pane 1
Parapet
'�-4CING DESIGN
'
I cc
S ir.-
0 C, 0-00
Rafter
Wind
Left
Sri
night
Rafter
1 -
06
0.00
Left
-0 -
1.00
-0-35
i
-0-35
0.00
-0.80
!
0.00
0.60
0.00
0.0
Dead
Coll
Live
Sri
1.00
Rafter
i.00
Wind
0.00
Left
�.
1.00
00
i
i
0.00
.
!
i-00
0.60
1..00
0.0
0.00
0.00
■
0.
0,60
. 00
0.60
3.00
0.00
0.00
0.
C-60
1.00
k1'.60
.
0 '..,J
0.
0.60
i.00
0.60
75
0.00
0.
.
0 0
-0
0.00
0.69
t D 0
0.00
.69
0.00
0.00
0-
-
1.
1.
T
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0.W0
-F
1.00
*
1.00
0.00
0.
DESIGN L -D
LOADS:
i-00
i
i-00
0.00
Rafter
h-
Wind
ow
Left
,
i t
00
0.00
.
0.00
.
75
0.000.00
0.60
0.00
0.0
75
0.00
t
o.00
. 00
Do
3.00
6C
0.00
1
�+
O
1.00
r C
iJ
0.00
0.00
0.
0.00
0100
i.00
0.00
75
0.00
0.00
.
0 0
-0
0.00
t D 0
0.00
0.
_
0.00
0.00
No id DGad Coll Live Snow
I
i-00
i
i-00
0.00
0.00
h-
i.00
0.00
ill
,
60
0.
00
.
0.00
.
I
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0.60
0.00
0.0
0.00
0.000.00
t
1-00
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4
y
0.
6C
0.00
1
�+
0.00
I
,
C,
�i
r C
iJ
. 00
0.00
0.
0.00
0100
0.00
0.00
0.00
0.00
.
0 0
0.00
0.00
a
0.
_
0.00
, .C.,
T
�
.
*
-` '.
4
Rafter
Wind
i
Left
0.00
e f t-
h-
0.00
0.00
ill
■ V
1.00
.
0-00
-7
0.00
I
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0.00
0.00
0.00
0.00
0.00
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0
,. 0 C
1
+
1
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,
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Bracing Wi n
Left Right Ft
0.51 -0
-1-16 -0.71
-0.71 -1-1
-0.74 0.51
Long
i
0.00
0.00
no
*0
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Left Right Wind
0.00
grind
0.
0
0.00
e f t-
Ri
ght
0.00
0.00
0-00
0.00
.
0.75
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5
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0.75
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0.00
00
0.00
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0.00
0.'0'0
1
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0.00
0.00
0.00
0.00
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0.00
0.
0.00
0100
0.00
0.00
0.00
0.00
.
0 0
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0.00
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0.00
Rafter
grind
Wind
Press
L
e f t-
Ri
ght
0.00
0.00
0-00
0.00
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0.75
0.00
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0.75
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0.00
00
0.00
0.00
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1-00
0;00
0.00
0.'0'0
1
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0.00
1
0.00
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0.
0100
1.23
Column
grind
Id
Press
Suct
0.00
0.00
0.00
0.00
0000
0.75
0.00
0.00
0.75
i-00
0.00
0.00
0.00
C,
1-00
0;00
0.00
1
.
0.00
1
0.00
0.00
0.
0100
0.00
0.00
0.00
Long
Wind
0.00
+1 a
00
0.00
iC
C
0
0.00
0.00
0.00
0.00
C'
C' 10
.0
C.
i 0C
ux
Load
Id
Coef
0.00
0
0.00
.
0000
0
0.00
.
1
0.00
0.00
C,
0;00
i
1.00
2
1
ply
L a a
id
C o e f7
0.00
0
0.00
0.00
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2
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1
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woad T �-e`�
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y
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-0.08
—0.08
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08
,*
—16
t
—2.712
4.49
0.00
9.
0.00
y
I
W2
f
res I
}
t
Q
30.00
I
tf
0 i
4J
-0.08
0.00
-0.
08
,*
08
t
—2.712
0.00
—2.72
0.00
Morn
I
0.
ui 7
res I
}
t
i
30.00
I
tf
if
0.00
fff
0.00
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r
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c
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t
i
30.00
I
00 i
0600
fff
0.00
00 f
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0.00
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1 2
0
• 1
.3 C
t
i l
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i
1
fff
00 f
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6.00
C
E I V %2 Snow a
a Load,
-
2.15 C e
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Seis coeff
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r
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-e
0-271
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Frame
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---Torsion---
W i s � d S�jsmijc
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ate,'
T
an e 1
1.23
TND PRESSURE/SUCTION:
t!P d i n d
Press u
14.0 f4 G rt/Ee r
1 -14.8 h
16.2 -18.1 � � Peel
�i9 -27.1 � � Parapet
FIND COEFFICIENTS
SurfRafter Wind 1 _
� � e�Ti
Wind �`ri n Wind Long Surface
Id Left Right Left Right Left Right W2-nd Friction
41 0.00 0.00 0.00 0.00 -0-74 i5
COLUMN I DESIGN LOADS
Load Rafter Wind Brace
iWind Low ,,� Colurp.r. Wind Aux Load
No. id Dead Coll e1t .weft Right Wind Press Sect Seis Id Coef
10
_ l 0.00 0.00 0.00 0.00 0.00 0.00
0.00
Z-
.60 0.60 ■ 00 0.00 0.00
r t 0 0,00
0 1I1,'.{�J�I 1 0
0.00
0.00
0 '/''�,
0.
.� 0.00 2.00 000 000 _
i.0 0.00 0 0.00
5 0.00 0.00 !
'..+ 0.00
.4-r ^4J,0 r00 .00 r ate. 1.00
RAFTER SIGN LOADS;
Load Rafter er F ri d 2 Long 7�ux Load
0. 60 0.00 0.00- E,,. 00 ,j- . 0 0 . 0 G. i.00 0 - 0 0- 0.00 0.00 0 0 W 00
-. 0.00
I�
d 00 i.oc 0.00
0 I �j
� 0 0.0c
0
■ k..' 1.00 { Sa r{ °000 C , i 9
■ F
C ` - C 0 ■ OC. C i 0.00 -1 .00 0 0C
A
D
Aux
-iuxIn
- E 2 JND
No., -a" a, Load
�-
0.30
2 �!
Load
rr
D
D
D
D
t
F
Co
_J
+i7
,r
l
.
06
■
-C).
op-
-0.08
-0 -08
—0.08
. 4.1
t
4
X
Co
-0.4-1
+i7
- .
l
.
06
-0.08
00
C.
F 00
-0 -08
M o rn,
4
X
Co
+i7
■
t � J
cl,
30.41
0.00
00
C.
F 00
0.00
4
X
1
■
0030.00
30.41
.
00
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0000
.
V
30.41
30
i 41
. Al I
. 4.1
a
A
bo
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S
'Sil0
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EDGE RN_'r___'JR ZONI� -
ZFa
,.0
0-00
1
--Coe
0
. 6 a
c
°�ti
R
40 0
L
6100
iJ
}
L3 U
--�f�--`
0.00
°-
0
1�.2
la
del
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Pani
6.00
l '
6W00
1
2.215).51
-rum■
.00
1.42
0.
1.73
6.00
18.4i
1.42
t w
1.73
1.00
.
0
6.002.0-7
1i4
■
1.73
2
-9
6.00
-
F 4
EDGE RN_'r___'JR ZONI� -
ZFa
,.0
0-00
1
--Coe
0
. 6 a
c
d,i
R
40 0
L
6100
iJ
}
R
L I L V
Surf
Td
2
+endoac
i
f t
F
Ra
I` i��
F 4� �F
- Gam! end ' 0 n S
f "'ante
Ong
F
Lona Bracing, Fa c
DES I GN
Loads
I
I-
L_r7k
.La
1
2
6
7
r'
2
3
4
5
1-70
Tk �"
ZZ
2
Z.
4c - ti I
,.0
0-00
0.00
--Coe
0
. 6 a
W
d,i
_Pl�r
40 0
l
6100
iJ
}
L}
--�f�--`
0.00
■ c
. 4 1
i F
la
del
� n
Pani
6.00
l '
6W00
1.73
2.215).51
6.00
.00
1.42
0.
1.73
6.00
18.4i
1.42
t w
1.73
1.00
.
0
6.002.0-7
1i4
■
1.73
t
6.00
6.00
0
t
2.25
a25
i5
z- ,r
ter`
1.00
2
1
- 42
1.7
6.0.0
6.00
2.25D
2.57
DES I GN
Loads
I
I-
L_r7k
.La
1
2
6
7
r'
2
3
4
5
1-70
Tk �"
ZZ
2
Z.
4c - ti I
,.0
0-00
0.00
--Coe
0
. 6 a
W
d,i
_Pl�r
40 0
l
6100
iJ
}
L}
. 0
0.00
■ c
Live
0.00
0.00
■
00
0.00
0 . 0 0
0.00
0 . 00
0.00
r 7,}'
01-00
0 . I
0.00
0.00
_
00
0.00
0 0 0
szlow
1.50
0-00
0.00
--Coe
--f-I
C.F5
W
d,i
_Pl�r
aD
l
6100
iJ
1.412
00 .
1Fr
0.00
■ c
. 4 1
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+w
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0 m)
+
l '
4.
1.73
0.-
6.00
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1.42
0.
1.73
0
18.4i
0
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1.00
6.00
1i4
■
1.73
t
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0.00
0.00
■
00
0.00
0 . 0 0
0.00
0 . 00
0.00
r 7,}'
01-00
0 . I
0.00
0.00
_
00
0.00
0 0 0
szlow
1.50
0-00
0.00
0.00
0.00
C.F5
00.75
.
_
t 50
0.50
y
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F 50
00 .
0 po
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0.00
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0
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00
0.
01:
n
cl
Pres
Load
I
0.75
0.00
.
00
.0 F#
0.00
0`00
6.00
0.00
0.00
.
0.0
.
0 po
0.00
18 ■
0.00
6.00
.
Load
0.00
t 7
0.00
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0
0.00
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6.00
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C'
t 7
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0
Cr
F 4 '
6.00
l.r
6.00,2.25
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F
57
18 ■
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+d! 0-271
W I n
UCt
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oc
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0.00
0.00
0.00
0-00
t
00
0.00
0. 00
1.00
.
00
0.00
0.00
C.s0 C,
C f 00
Ax
Load
Td
C
o of
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jen 7 h
P- 1 �n
Panel
6.00
l.r
6.00,2.25
0.00
1.00
F
57
18 ■
.00
6.00
1.00
1.42
1.7.E
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6.
0 0,
6.00
1
2.25
.00
2 *6.
.00
0
r
0
.
2
0.00
■
00
t
6.00
U-00
a25
p
z- ,r
ter`
W I n
UCt
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oc
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00
000
0.00
0.00
0.00
0-00
t
00
0.00
0. 00
1.00
.
00
0.00
0.00
C.s0 C,
C f 00
Ax
Load
Td
C
o of
.0
0
0.00
C.
l.r
0.00
0.00
1.00
�
C S
1
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