FIROUZI
SKYTRON
STELLAR
r | FOR
NEAR
CONSULTING
SURGICAL
SERIES - ST2923/ST2923TV
SEISMIC
SOURCE
PRODUCTS
ZONE
(4),
SOIL
FACTOR = 1.5
ENGINEER,
PROFILE
(Sd)
INC.
DES.
106
No,
DATE:
6-21-03
SHEET
1
of 4 SHEETS
SEISMIC
FINISH_/
CEILING
σ
L
LL
[LI]
ANCHORING
ST2923/ST2923TV
EX
övme
LI
BOLT
EQUIPMENT < STRUCTURE
BRACING
WORK,
DETAILED
1S
AND
BY
PLATE
1
OUTSIDE
MUST
BE
ENGINEER
LIS
ELEVATION
DESIGN
SUPPORT
SCOPE
DESIGNED
OF
RECORD
OF
AND
THIS
AND
LI
NOTES:
1.
SCOPE
TO
2.
FORCES
SECTION
FACTORED
3.
FORCES
ITS
4.
PROVIDE
WEIGHTS
5.
o
Li
ENGIINEER
OR
6.
HORIZONTAL
ACTING
OF
WORK:
STRUCTURE
ARE
1632A,
TO
ARE
MOST ECCENTRIC
ONLY.
DETERMINED
(INCLUDING
REPRESENT
MAXIMUMS
CEILING
AND
EXISTING
AT
FORCES
OF
RECORD
LIGHT
FORCES
THE
TOP
DESIGN
STRUCTURE
SUPPORT
OF
PER
UP
WORKING
AND
POSITION.
SHOWN
TO
DESIGN,
AND
OF
MOMENT
MOUNTING
BOLTS
2001
TO
OCCUR
DESIGNED
(BY
TRACTS
CONNECTING
CALIFORNIA
DATE
DESIGN
ENGINEER
DETAIL
MAY
PLATE.
REVISIONS)
WHEN
AND
AND
TO
OCCUR
LOADS,
EQUIPMENT
DETAILS
OF
VERIFY
SUPPORT
IN
MOUNTING
BUILDING
AND
NOT
RECORD
INDICATED
ANY
CODE
HAVE
ULTIMATE
IS
MOVED
TO
SUPPORT
FOR
STRUCTURE
DIRECTION,
PLATE
—
BEEN
THE
LOADS
TO
|
BUILDIN(
AND/
FIROUZI
SKYTRON
STELLAR
FOR
SEISMIC
NEAR
DESIGN
FORMULA
TABLE
TABLE
CONSULTING
SURGICAL
SERIES - ST2923/ST2923TV/ST29TV23 E No.
ZONE
SOURCE
CRITERIA:
32A-1:
164-Q
16A-K
FACTOR
Fr = 4.0
:
Ca=0.44*Na = 0.44*1.5 = 0.66 ( For
:
la=
..
Fp = (4.0)(0.66)(1.5)Wp = 3.96
Fr = 3.96Wp/1.4 = 2.83Wp
PRODUCTS
(4),
SOIL
=
Ca*Ip*Wp
1.5 ( For
1.5
essential
ENGINEER,
PROFILE
facility)
(Sd)
(For
Wp
INC.
DES.
DATE:
6-21-03
zone 4 4 S D)
(For
LRFD)
ASD)
mu
SHEET
2
ou
FORMULA
SECTION
LOAD
COMBINATION
30A-1:
1630A.11:
E=p*En + Εν
En = Fr
p = 1.0
Ev = (0.5)Ca*Ip*Wp
Ev = (0.7)Ca*I*Wp
(FOR
=
(0.5)(0.66)(1.5)Wp = 0.5Wp
=
(0.7)(0.66)(1.5)/1.4 = 0.5Wp
CASEA
COMPONENT)
|
(For
=0
(For
En = Fp
LRFD)
(For
ASD)
ASD)
[NET
UPLIFT
FORCE]
LOAD
COMBINATION
BY
COMPARISION
LOAD.
CASE
B
COMBINATION
Е,
=
0.50.
A
GOVERNS
+...
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