FIROUZI
SKYTRON
ARGOS
M
-
FOR
SEISMIC
Г
NEAR
SOURCE
CONSULTING
SURGICAL
SERIES - HA60AR-WC
ZONE
FACTOR = 1.5
PRODUCTS
(4),
SOIL
ENGINEER,
PROFILE
(Sd)
DES.
FCE
JOB
INC.
No.
DATE:
6-30—03
SHEET
1
BENT
PLATE
3"X1/8"
DIA.
W/
BOLT
や
SEISMIC
ANCLE
3/8"
TO
BRAC
UNISTRUT
BRACE
ARGOS
ET
vom
ANCHORING
SERIES
FINISH_/
CEILING
BOLT
-
HA60AR-WC
a
NO
DESIGN
1/2"
DIA.
W/
DOUBLE
RENEWAL
THREADED
FEE
NUTS EACH
DUE
ROD
END
DATE:
06—30—06
NOTES:
1.
SCOPE
TO
2.
FORCES
SECTION
FACTORED
3.
FORCES
ITS
4.
PROVIDE
WEIGHTS
5.
ENGIINEER
T
-
OR
6.
HORIZONTAL
ACTING
OF
WORK:-DESIGN
STRUCTURE
ARE
1632A,
TO
ARE
MOST
ECCENTRIC
CEILING
AND
OF
EXISTING
AT
DETERMINED
REPRESENT
MAXIMUMS
FORCES
RECORD
LIGHT
FORCES
THE
ONLY.
(INCLUDING
AND
POSITION.
STRUCTURE
SHOWN
TO
SUPPORT
AND
TOP
OF
MOUNTING
ELEVA
OF
BOLTS
PER
WORKING
2001
UP
OCCUR
TO
DESIGNED
(BY
DESIGN,
TRACTS
MOMENT
TION
CONNECTING
CALIFORNIA
DATE
DESIGN
REVISIONS)
WHEN
LOADS,
EQUIPMENT
AND
ENGINEER
DETAIL
MAY
PLATE.
TO
OCCUR
AND
SUPPORT
MOUNTING
BUILDING
AND
NOT
DETAILS
OF
RECORD
VERIFY
INDICATED
IN
ANY
PLATE
CODE
HAVE
ULTIMATE
IS
MOVED
TO
SUPPORT
FOR
STRUCTURE
DIRECTION,
—
BEEN
TO
THE
AND/
LOADS
BUILDING)
FIROUZI
SKYTRON
ARGOS
FOR
SEISMIC
NEAR
DESIGN
FORMULA
TABLE
TABLE
CONSULTING
SURGICAL
SERIES - HA60AR-WC
ZONE
SOURCE
CRITERIA:
32A-1:
16A-Q
16A-K
FACTOR
Fr = 4.0
:
Ca = 0.44*Na = 0.44*1.5 = 0.66 ( For
:
la=
-.
PRODUCTS
(4),
Ca*Ip*Wp
1.5 ( For
Fr = (4.0)(0.66)(1.5)Wp = 3.96
Fr = 3.96Wp/1.4 = 2.83Wp
SOIL
PROFILE
=
1.5
essential
ENGINEER,
(Sd)
facility)
Wp
(For
ASD)
INC.
DES.
JOB
No.
DATE:
6-30-03
o
zone 4 &
(For
Sp)
LRFD)
SHEET
2
3
SHEETS
FORMULA
SECTION
LOAD
30A-1: E =
1630A.11:
COMBINATION
p*Eh + Ev
En = Fp
p = 1.0
Ev = (0.5)Ca*Ip*Wp
=
Ev = (0.7)Ca*I*Wp
CASE
(FOR
(0.5)(0.66)(1.5)Wp = 0.5Wp
=
(0.7)(0.66)(1.5)/1.4 = 0.5Wp
A
COMPONENT)
=0
En = Fp
M
(For
(For
(For
LRFD)
ASD)
ASD)
[NET
UPLIFT
FORCE]
_
LOAD
ВУ
COMBINATION
COMPARISION
a
CASE
vm
LOAD,
B
COMBINATION
Ev = 0.
ze
SDL
A
GOVERNS
FIROUZI
SKYTRON
ARGOS
FOR SEISMIC
NEAR
Wt = 25%
Ve = 0.50 x 25
He = 2.83 x 25 = 70.7
SOURCE
SURGICAL
SERIES
CONSULTING
PRODUCTS
-
HA60AR-WC
ZONE
=12.4#
(4),
FACTOR
#
SOIL
=
1.5
PROFILE
ENGINEER,
(Sd)
INC.
DES.
FOB
No.
DATE:
6-30-03
o
SHEET
3
3
SHEETS
SHEAR: S =
TENSION: t =(25+12)/1=37#
CHECK
ALLOWABLE
ALLOWABLE
fv/Fv + f/Ft = 0.04 + 0.01
USE
Cİ
1/2"
1/2"
DIA.
DIA.
70.7
/1=71#
A307
TENSION:
SHEAR:
THREADED
THREADED
3000#
20004
=0.05
ROD
<1.0
ROD:
ОК
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