FIROUZI
SKYTRON
MERILUX
FOR
NEAR
CONSULTING
SURGICAL
X1
SEISMIC
SOURCE
CM
ZONE
FACTOR
PRODUCTS
(4),
SOIL
=
1.5
ENGINEER,
PROFILE
(Sd)
INC.
DES.
JOB
No.
DATE:
10-08-03
SHEET
1
OF 4 SHEETS
SEISMIC
FINISH_/
CEILING
>
5
K
의
全
тт
|
V
+
AT
|
Y
ANCHORING
二
“BY
EQUIPMENT
BRACING
WORK,
DETAILED
MOUNTING
31.5
OTHERS;
STRUCTURE
IS
OUTSIDE
AND
MUST
BY
ENGINEER
NTING
y
PLATE
PLAT
BOLT
SUPPORT
SCOPE
BE
DESIGNED
OF
36
DESIGN
AND
OF
THIS
AND
RECORD
|
RENEWAL
ーー
8
06-30-06
DATE:
DUE
FEE
κ
NOTES;
1.
SCOPE
TO
2.
FORCES
SECTION
FACTORED
3.
FORCES
ITS
4.
PROVIDE
WEIGHTS
5.
ENGINEER
OR
6.
HORIZONTAL
ACTING
OF
WORK:
STRUCTURE
ARE
1632A,
TO
ARE
MOST
EXISTING
ECCENTRIC
CEILING
AND
AT
THE
DESIGN
ONLY.
DETERMINED
(INCLUDING
REPRESENT
MAXIMUMS
STRUCTURE
FORCES
OF
RECORD
LIGHT
FORCES
TOP
SUPPORT
OF
OF
BOLTS
PER
UP
WORKING
AND
OCCUR
POSITION.
DESIGNED
SHOWN
TO
DESIGN,
TRACTS
AND
MOMENT
MOUNTING
2001
TO
(BY
PLATE.
CONNECTING
CALIFORNIA
DATE
DESIGN
ENGINEER
DETAIL
MAY
REVISIONS)
WHEN
AND DETAILS
AND
TO
SUPPORT
OCCUR
MOUNTING
BUILDING
LOADS,
EQUIPMENT
OF
NOT
RECORD
VERIFY
INDICATED
IN
ANY
CODE
AND
HAVE
ULTIMATE
!S
MOVED
TO
SUPPORT
FOR
STRUCTURE
DIRECTION,
PLATE
—
BEEN
THE
LOADS
TO
BUILDING)
AND
/
FIROUZI
SKYTRON
MERILUX
FOR
NEAR
CONSULTING
SURGICAL
X1
SEISMIC
SOURCE
CM
ZONE
FACTOR
PRODUCTS
(4),
SOIL
=
ENGINEER,
PROFILE
1.5
(Sd)
INC.
DES.
SOB
No.
DATE:
10-08-03
SHEET
2
or 4 SHEETS
DESIGN
FORMULA
TABLE
TABLE
FORMULA
SECTION
CRITERIA:
32A-1:
16A-O
16A-K
30A-1:
1630A.11:
Fp = 4.0
:
Ca = 0.44*Na = 0.44*1.5 = 0.66 ( For
:
Ia = 1.5 ( For
<.
E=p*En
En = Fe
p = 1.0
Ev = (0.5)Ca*Ip*Wp
Ev = (0.7)Ca*I*Wp
Ca*Ip*Wp
essential
Fr = (4.0)(0.66)(1.5)Wp = 3.96
Fp = 3.96Wp/1.4 = 2.83Wp
+
Ev
(FOR
=
(0.5)(0.66)(1.5)Wp = 0.5Wp
=
(0.7)(0.66)(1.5)/1.4 = 0.5SWp
facility)
(For
COMPONENT)
=0
zone 4 & S D)
Wp
(For
LRFD)
ASD)
(For
LRFD)
(For
ASD)
(For
ASD)
[NET
UPLIFT
FORCE]
LOAD
LOAD
BY
COMBINATION
COMBINATION
COMPARISION
CASE
CASE
LOAD,
A
B
COMBINATION
Ev
=
En = Fp
0.5DL
A
GOVERNS
FIROUZI
SKYTRON
MERILUX
FOR
SEISMIC
NEAR
Υ
7774
CASE
|
Momment/bolt:
CONSULTING
SURGICAL
X1
CM
ZONE
SOURCE
FACTOR = 1.5
Ζ
x
UM
mt
t
|
|
*
(4),
Nm
t:
|
ť:
|
PRODUCTS
SOIL
PROFILE
pos
Direct
tension
Flexual
tension
ENGINEER,
(Sd)
Y
V
|
/bolt
/bolt
INC.
DES.
FCE
No.
JOB
DATE:
10-08-03
D=92"
Vd : Dead
Ve : Vertical
He : Horizontal
© = 10.63"
D
=9.2"
CASEI
(LATERAL FORCE
SIDES
D = 9.2"
Vd = 46.5%
Y = 57"
X = 31.5+36 = 67.5"
Ve = 0.50 x 46.5 = 23.3
He = 2.83 x 46.5 = 131.6
S = 131.6
t=
Total
x
57 = 12212
#=
Load
OF
EQUIPMENT)
/6=21.9#
(46.5
+23.3)/6=11.6#
Mzz=
12212
(9.2х2)
Seismic
Seismic
10
ACTING
(46.5
"#
Load
Load
5/8”
PARALLEL
#
#
+23.3)x
=663.7#
SHEET
3
OF
4
SHEETS
:
=
TO
EITHER
67.5 + 131.6
Y
7774
Z
X
x
V
Y
CASE
(LATERAL
D = 9.2"
Vd = 46.5
У = 57+33.5 = 90.5"
X
Ve = 0.50 x 46.5 = 23.3
He = 2.83 x 46.5 = 131.6#
S = 131.6
t=
Total
90.5 = 15050
『 = 15050
II
FORCE
ACTING
#
=
31.5+36x(COS68°) = 45
/6=21.9#
(46.5
Mzz=
+23.3)/6=
(46.5 + 23.3
"#
/(
9.2x2)
DIAGONALLY)
=818#
#
11.6%
"
)х
45 + 131.6
GOVERNS
х
FIROUZI
SKYTRON
MERILUX
FOR
NEAR
CONSULTING
SURGICAL
X1
CM
SEISMIC
SOURCE
ZONE
|
(4),
FACTOR
AT
/
é
(
New — P
PRODUCTS
SOIL
= 1.5
Ta
\
|)
—e—
ENGINEER,
PROFILE
(Sd)
DES.
FCE
JOB
DATE:
INC.
No.
10-08-03
C.G.
OF
SHEET
4
4
SHEETS
CHECK
ALLOWABLE
ALLOWABLE
fv/Fv + fVFt=
USE
6-1/2"
6-1/2"
DIA.
A307
TENSION:
SHEAR:
0.01
+0.27=0.28
DIA.
A307
BOLTS:
3000
4
2000
#
<1.0
BOLTS
OK
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