seismic design manual - kinetics noisekineticsnoise.com/seismic/design/p/p7 - cable wire rope...

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DOCUMENT:

P7.0

TABLE OF CONTENTS (CHAPER P7 – CABLE/WIRE ROPE RESTRAINTS)PAGE 1 OF 2 RELEASE DATE: 5/21/04

TABLE OF CONTENTS

CABLE / WIRE ROPE RESTRAINTS

General Description P7.1

Submittal Data for Cable Restraint Kits with a Swaged Loop on One End

KSWC: Light Duty U-Bolt Cable Restraint Kit (KSCA – KSCA) P7.2.1

KSGC: Light Duty GRIPPLE Cable Restraint Kit (KSCA – KSCA) P7.2.2

KSUA: Light Duty U-Bolt Cable Restraint Kit (KSUA – KSUA) P7.2.3

KSLG: Light Duty GRIPPLE Cable Restraint Kit (KSCA – KSUA) P7.2.4

KSCU: Light Duty GRIPPLE Cable Restraint Kit (KSUA – KSCA) P7.2.5

KSUG: Light Duty GRIPPLE Cable Restraint Kit (KSUA – KSUA) P7.2.6

Submittal Data for Bulk Cable Restraint Kits

KSWC: Light Duty U-Bolt Clip Bulk Cable Restraint Kit (KSCA – KSCA) P7.3.1

KSQF: Light Duty GRIPPLE Bulk Cable Restraint Kit (KSCA – KSCA) P7.3.2

KSUA: Light Duty U-Bolt Clip Bulk Cable Restraint Kit (KSUA – KSUA) P7.3.3

KSCCU: Light Duty U-Bolt Clip Bulk Cable Restraint Kit (CCA – KSUA) P7.3.4

KSCCU4: Light Duty U-Bolt Clip Bulk Cable Restraint Kit (CCA-4 – KSUA) P7.3.5

KSCC: Heavy Duty U-Bolt Clip Bulk Cable Restraint Kit (CCA – CCA) P7.3.6

KSCC4: Heavy Duty U-Bolt Clip Bulk Cable Restraint Kit (CCA-4 – CCA) P7.3.7

Kinetics Noise Control © 2003

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http://www.kineticsnoise.com

mailto:[email protected]




DOCUMENT:

P7.0

TABLE OF CONTENTS (CHAPTER P7 – CABLE/WIRE ROPE RESTRAINTS)PAGE 2 OF 2 RELEASE DATE: 5/21/04

Cable Anchorage Hardware Kits

KSCA-AK (For Use with KSCA Brackets) P7.4.1

KSUA-AK (For Use with KSUA-1 & KSUA-2 Brackets) P7.4.2

KSCC-AK (For Use with CCA Brackets) P7.4.3

KSCC4-AK (For Use with CCA-4 Brackets) P7.4.4

Selection Information P7.5

Installation Instructions P7.6


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DOCUMENT:

P7.2.1

KSWC U-BOLT CLIP CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.382-1A RELEASE DATE: 5/21/04

955

lbs.

in.

1/8

955

lbs.

II

CLA

SS

II

CLA

SS

II

CLA

SS

675

lbs.

II

CLA

SS

I47

5

CLA

SS

lbs.

* M

AX.

CA

BLE

TEN

SIO

N

CAB

LESI

ZE

1,17

5III

3/16

1,63

5III

III1,

415

815

II1,

155

III

1,17

52,

960

1/4

IV2,

560

IIIIV

IV2,

090

III1,

480

KSW

C-2

50

KSW

C-1

87

MO

DE

L

KSW

C-1

25

------

-----

-----

* FO

R K

SC

A B

RA

CK

ET

WE

LDE

D T

O S

TEE

L P

ER

S-9

0.37

9-1B

.

SE

E S

-90.

382-

1BFO

R E

ND

LO

OP

INS

TRU

CTI

ON

S

A=4

5°±1

5°IN

STA

LLAT

ION

AN

GLE

A=4

5°±1

5°IN

STAL

LATI

ON

ANG

LE

STEE

LS

TRU

CTU

RE

BY

OTH

ERS

CO

NC

RE

TES

TRU

CTU

RE

BY

OTH

ER

S

SE

E A

TTA

CH

ME

NT

KIT

SUBM

ITTA

L S

-90.

385-

2BFO

R C

ON

CR

ETE

AN

CH

OR

INS

TRU

CTI

ON

S.

SEE

ATT

ACH

MEN

T KI

TS

UB

MIT

TAL

S-9

0.38

5-2A

FOR

BO

LTIN

G &

WEL

DIN

GIN

STR

UC

TIO

NS

.

KSW

C R

ESTR

AIN

T C

ABLE

KIT

BY

KIN

ETIC

S.EA

CH

KIT

CO

NTA

INS

TWO

CAB

LE A

SSE

MBL

IES.

SEE

APP

RO

PRIA

TES

UB

MIT

TALS

FOR

EQ

UIP

MEN

TA

TTAC

H. O

PTIO

NS.

* M

AX.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=60°

* M

AX

.H

OR

IZO

NTA

LC

ABLE

FOR

CE

@ A

=45°

* M

AX.

HO

RIZ

ON

TAL

CAB

LEFO

RC

E@

A=3

0°

* M

AX.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

825

lbs.


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DOCUMENT:

P7.2.2

KSGC GRIPPLE CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.391-1A RELEASE DATE5/21/04

MAX

.C

AB

LETE

NS

ION

KS

GC

-187

KS

GC

-125

----

----

----

----

MO

DE

L

3/16

CA

BLE

SIZ

E

1/8in.

1,23

5

lbs.

500

615

lbs.

250

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=60°

1,06

5MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=30°

lbs.

430

III---

-----

1,23

5

CLA

SS I

CLA

SS

------

--

lbs.

500

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

III87

0IIII

lbs.

350

CLA

SS

I

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=4

5° CLA

SS

II

CLA

SS

-0-

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

2AFO

R B

OLT

ING

& W

ELD

ING

INS

TRU

CTI

ON

S.

SEE

ATTA

CH

MEN

T KI

TS

UB

MIT

TAL

S-9

0.38

5-2B

FOR

CO

NC

RE

TEA

NC

HO

R IN

STR

UC

TIO

NS

.

SE

E S

-90.

388-

3AFO

R E

ND

LO

OP

INS

TRU

CTI

ON

SKS

GC

RES

TRAI

NT

CAB

LE K

IT B

Y KI

NET

ICS.

EA

CH

KIT

CO

NTA

INS

TW

O C

AB

LE A

SSE

MB

LIE

S.

A=45

°±15

°IN

STA

LLA

TIO

NAN

GLE

A=45

°±15

°IN

STA

LLA

TIO

NAN

GLE

STEE

LS

TRU

CTU

RE

BY

OTH

ER

S

CO

NC

RE

TEST

RU

CTU

RE

BY

OTH

ER

S

SEE

APPR

OPR

IATE

SUBM

ITTA

LSFO

R E

QU

IPM

EN

TAT

TAC

H. O

PTIO

NS.


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DOCUMENT:

P7.2.3

KSUA U-BOLT CLIP CABLE RESTRAINT KIT (KSUA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.397-1A RELEASE DATE: 5/21/04

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE

SE

E S

-90.

397-

1BFO

R E

ND

LO

OP

INS

TRU

CTI

ON

S

STE

EL

STR

UC

TUR

EBY

OTH

ERS

CO

NC

RE

TES

TRU

CTU

RE

BY

OTH

ER

S

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

5BFO

R C

ON

CR

ETE

AN

CH

OR

INS

TRU

CTI

ON

S.

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

5A F

OR

BO

LTIN

G IN

STR

UC

TIO

NS

.

KS

UA

RE

STR

AIN

T C

AB

LE K

IT B

Y K

INE

TIC

S.

EAC

H K

IT C

ON

TAIN

S T

WO

CA

BLE

AS

SE

MB

LIE

S.

SEE

AP

PR

OP

RIA

TES

UB

MIT

TALS

FOR

EQ

UIP

ME

NT

ATTA

CH

. OP

TIO

NS.

* MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=6

0°

* MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=4

5°

* MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=3

0°

* MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=0

°

860

lbs.

955

lbs.

in.

1/8

955

lbs.

II

CLA

SS

II

CLA

SS

II

CLA

SS

675

lbs.

II

CLA

SS

I49

5

CLA

SS

lbs.

* MAX

.C

AB

LETE

NSI

ON

CA

BLE

SIZE

1,63

5III

3/16

1,63

5III

III1,

415

815

II1,

155

III

2,96

02,

960

1/4

IV2,

560

IVIV

IV2,

090

III1,

480

KS

UA

-250

KS

UA

-187

MO

DE

L

KS

UA

-125

------

------

----


KIN

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ICS

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DOCUMENT:

P7.2.4

KSLG GRIPPLE CABLE RESTRAINT KIT (KSCA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.412-1A RELEASE DATE: 5/21/04

MAX

.C

AB

LETE

NS

ION

KS

LG-1

87

KS

LG-1

25

----

----

----

----

MO

DE

L

3/16

CA

BLE

SIZ

E

1/8in.

1,23

5

lbs.

500

615

lbs.

250

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=60°

1,06

5MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=30°

lbs.

430

III---

-----

1,23

5

CLA

SS I

CLA

SS

------

--

lbs.

500

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

III87

0IIII

lbs.

350

CLA

SS

I

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=4

5° CLA

SS

II

CLA

SS

-0-

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

2AFO

R B

OLT

ING

& W

ELD

ING

INS

TRU

CTI

ON

S.

SEE

ATTA

CH

MEN

T KI

TS

UB

MIT

TAL

S-9

0.38

5-2B

FOR

CO

NC

RE

TEA

NC

HO

R IN

STR

UC

TIO

NS

.

SE

E S

-90.

388-

3AFO

R E

ND

LO

OP

INST

RU

CTI

ON

SK

SLG

RE

STR

AIN

T C

AB

LE K

IT B

Y K

INE

TIC

S.

EA

CH

KIT

CO

NTA

INS

TW

O C

AB

LE A

SSE

MB

LIE

S.

STEE

LS

TRU

CTU

RE

BY

OTH

ER

S

CO

NC

RE

TEST

RU

CTU

RE

BY

OTH

ER

S

SEE

APPR

OPR

IATE

SUBM

ITTA

LSFO

R E

QU

IPM

EN

TAT

TAC

H. O

PTIO

NS.

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE

A=45

°±15

°IN

STA

LLA

TIO

NAN

GLE


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DOCUMENT:

P7.2.5

KSCU GRIPPLE CABLE RESTRAINT KIT (KSUA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.404-1A RELEASE DATE: 5/21/04

----

----

--

----

----

--

250

500

1,23

5

SEE

S-90

.388

-3A

FOR

EN

D L

OO

PIN

STR

UC

TIO

NS

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE

STE

ELS

TRU

CTU

RE

BY

OTH

ER

S

CO

NC

RE

TES

TRU

CTU

RE

BY

OTH

ER

S

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

5BFO

R C

ON

CR

ETE

AN

CH

OR

INS

TRU

CTI

ON

S.

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

5A F

OR

BO

LTIN

G IN

STR

UC

TIO

NS

.

KS

CU

RE

STR

AIN

T C

AB

LE K

IT B

Y K

INE

TIC

S.

EAC

H K

IT C

ON

TAIN

S TW

O C

ABLE

ASS

EMBL

IES.

SEE

APPR

OPR

IATE

SU

BMIT

TALS

FOR

EQ

UIP

MEN

TA

TTA

CH

. OP

TIO

NS

.

MA

X.

HO

RIZ

ON

TAL

CAB

LEFO

RC

E@

A=6

0°

MA

X.

HO

RIZ

ON

TAL

CAB

LEFO

RC

E@

A=4

5°

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=30°

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

215

lbs.

250

lbs.

mm 2

lbs.

----

----

--

CLA

SS

-0-

CLA

SS

-0-

CLA

SS

175

lbs.

-0-

CLA

SS

-0-

125

CLA

SS

lbs.

MA

X.

CA

BLE

TEN

SIO

N

CAB

LES

IZE

350

0I

I43

025

0-0

-35

0I

1,23

55

1,06

5III

IIIII

870

II61

5K

SC

U-4

KS

CU

-3

MO

DE

L

KS

CU

-2

----

----

----

----


KIN

ET

ICS

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DOCUMENT:

P7.2.6

KSUG GRIPPLE CABLE RESTRAINT KIT (KSUA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.409-1A RELEASE DATE: 5/21/04

STE

EL

STR

UC

TUR

EBY

OTH

ERS

CO

NC

RE

TES

TRU

CTU

RE

BY

OTH

ER

S

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

5BFO

R C

ON

CR

ETE

AN

CH

OR

INS

TRU

CTI

ON

S.

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

5A F

OR

BO

LTIN

G IN

STR

UC

TIO

NS

.

KS

UG

RE

STR

AIN

T C

ABL

E K

IT B

Y K

INE

TIC

S.E

ACH

KIT

CO

NTA

INS

TW

O C

AB

LE A

SS

EM

BLI

ES

.

SEE

AP

PR

OP

RIA

TES

UB

MIT

TALS

FOR

EQ

UIP

ME

NT

ATTA

CH

. OP

TIO

NS.

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=6

0°

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=4

5°

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=3

0°

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=0

°

215

lbs.

250

lbs.

mm 2

lbs.

----

----

--

CLA

SS

-0-

CLA

SS

-0-

CLA

SS

175

lbs.

-0-

CLA

SS

-0-

125

CLA

SS

lbs.

MAX

.C

AB

LETE

NSI

ON

CA

BLE

SIZE 3

500

II

430

250

-0-

350

I

1,23

55

1,06

5III

IIIII

870

II61

5K

SU

G-4

KS

UG

-3

MO

DE

L

KS

UG

-2

------

------

----

SE

E S

-90.

388-

3AFO

R E

ND

LO

OP

INS

TRU

CTI

ON

S

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE

----

----

--

----

----

--

250

500

1,23

5


KIN

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ICS

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MEMBER






DOCUMENT:

P7.2.1

KSWC U-BOLT CLIP CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.382-1A RELEASE DATE: 5/21/04

955

lbs.

in.

1/8

955

lbs.

II

CLA

SS

II

CLA

SS

II

CLA

SS

675

lbs.

II

CLA

SS

I47

5

CLA

SS

lbs.

* M

AX.

CA

BLE

TEN

SIO

N

CAB

LESI

ZE

1,17

5III

3/16

1,63

5III

III1,

415

815

II1,

155

III

1,17

52,

960

1/4

IV2,

560

IIIIV

IV2,

090

III1,

480

KSW

C-2

50

KSW

C-1

87

MO

DE

L

KSW

C-1

25

------

-----

-----

* FO

R K

SC

A B

RA

CK

ET

WE

LDE

D T

O S

TEE

L P

ER

S-9

0.37

9-1B

.

SE

E S

-90.

382-

1BFO

R E

ND

LO

OP

INS

TRU

CTI

ON

S

A=4

5°±1

5°IN

STA

LLAT

ION

AN

GLE

A=4

5°±1

5°IN

STAL

LATI

ON

ANG

LE

STEE

LS

TRU

CTU

RE

BY

OTH

ERS

CO

NC

RE

TES

TRU

CTU

RE

BY

OTH

ER

S

SE

E A

TTA

CH

ME

NT

KIT

SUBM

ITTA

L S

-90.

385-

2BFO

R C

ON

CR

ETE

AN

CH

OR

INS

TRU

CTI

ON

S.

SEE

ATT

ACH

MEN

T KI

TS

UB

MIT

TAL

S-9

0.38

5-2A

FOR

BO

LTIN

G &

WEL

DIN

GIN

STR

UC

TIO

NS

.

KSW

C R

ESTR

AIN

T C

ABLE

KIT

BY

KIN

ETIC

S.EA

CH

KIT

CO

NTA

INS

TWO

CAB

LE A

SSE

MBL

IES.

SEE

APP

RO

PRIA

TES

UB

MIT

TALS

FOR

EQ

UIP

MEN

TA

TTAC

H. O

PTIO

NS.

* M

AX.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=60°

* M

AX

.H

OR

IZO

NTA

LC

ABLE

FOR

CE

@ A

=45°

* M

AX.

HO

RIZ

ON

TAL

CAB

LEFO

RC

E@

A=3

0°

* M

AX.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

825

lbs.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.2.2

KSGC GRIPPLE CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.391-1A RELEASE DATE5/21/04

MAX

.C

AB

LETE

NS

ION

KS

GC

-187

KS

GC

-125

----

----

----

----

MO

DE

L

3/16

CA

BLE

SIZ

E

1/8in.

1,23

5

lbs.

500

615

lbs.

250

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=60°

1,06

5MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=30°

lbs.

430

III---

-----

1,23

5

CLA

SS I

CLA

SS

------

--

lbs.

500

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

III87

0IIII

lbs.

350

CLA

SS

I

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=4

5° CLA

SS

II

CLA

SS

-0-

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

2AFO

R B

OLT

ING

& W

ELD

ING

INS

TRU

CTI

ON

S.

SEE

ATTA

CH

MEN

T KI

TS

UB

MIT

TAL

S-9

0.38

5-2B

FOR

CO

NC

RE

TEA

NC

HO

R IN

STR

UC

TIO

NS

.

SE

E S

-90.

388-

3AFO

R E

ND

LO

OP

INS

TRU

CTI

ON

SKS

GC

RES

TRAI

NT

CAB

LE K

IT B

Y KI

NET

ICS.

EA

CH

KIT

CO

NTA

INS

TW

O C

AB

LE A

SSE

MB

LIE

S.

A=45

°±15

°IN

STA

LLA

TIO

NAN

GLE

A=45

°±15

°IN

STA

LLA

TIO

NAN

GLE

STEE

LS

TRU

CTU

RE

BY

OTH

ER

S

CO

NC

RE

TEST

RU

CTU

RE

BY

OTH

ER

S

SEE

APPR

OPR

IATE

SUBM

ITTA

LSFO

R E

QU

IPM

EN

TAT

TAC

H. O

PTIO

NS.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.2.3

KSUA U-BOLT CLIP CABLE RESTRAINT KIT (KSUA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.397-1A RELEASE DATE: 5/21/04

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE

SE

E S

-90.

397-

1BFO

R E

ND

LO

OP

INS

TRU

CTI

ON

S

STE

EL

STR

UC

TUR

EBY

OTH

ERS

CO

NC

RE

TES

TRU

CTU

RE

BY

OTH

ER

S

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

5BFO

R C

ON

CR

ETE

AN

CH

OR

INS

TRU

CTI

ON

S.

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

5A F

OR

BO

LTIN

G IN

STR

UC

TIO

NS

.

KS

UA

RE

STR

AIN

T C

AB

LE K

IT B

Y K

INE

TIC

S.

EAC

H K

IT C

ON

TAIN

S T

WO

CA

BLE

AS

SE

MB

LIE

S.

SEE

AP

PR

OP

RIA

TES

UB

MIT

TALS

FOR

EQ

UIP

ME

NT

ATTA

CH

. OP

TIO

NS.

* MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=6

0°

* MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=4

5°

* MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=3

0°

* MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=0

°

860

lbs.

955

lbs.

in.

1/8

955

lbs.

II

CLA

SS

II

CLA

SS

II

CLA

SS

675

lbs.

II

CLA

SS

I49

5

CLA

SS

lbs.

* MAX

.C

AB

LETE

NSI

ON

CA

BLE

SIZE

1,63

5III

3/16

1,63

5III

III1,

415

815

II1,

155

III

2,96

02,

960

1/4

IV2,

560

IVIV

IV2,

090

III1,

480

KS

UA

-250

KS

UA

-187

MO

DE

L

KS

UA

-125

------

------

----


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.2.4

KSLG GRIPPLE CABLE RESTRAINT KIT (KSCA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.412-1A RELEASE DATE: 5/21/04

MAX

.C

AB

LETE

NS

ION

KS

LG-1

87

KS

LG-1

25

----

----

----

----

MO

DE

L

3/16

CA

BLE

SIZ

E

1/8in.

1,23

5

lbs.

500

615

lbs.

250

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=60°

1,06

5MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=30°

lbs.

430

III---

-----

1,23

5

CLA

SS I

CLA

SS

------

--

lbs.

500

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

III87

0IIII

lbs.

350

CLA

SS

I

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=4

5° CLA

SS

II

CLA

SS

-0-

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

2AFO

R B

OLT

ING

& W

ELD

ING

INS

TRU

CTI

ON

S.

SEE

ATTA

CH

MEN

T KI

TS

UB

MIT

TAL

S-9

0.38

5-2B

FOR

CO

NC

RE

TEA

NC

HO

R IN

STR

UC

TIO

NS

.

SE

E S

-90.

388-

3AFO

R E

ND

LO

OP

INST

RU

CTI

ON

SK

SLG

RE

STR

AIN

T C

AB

LE K

IT B

Y K

INE

TIC

S.

EA

CH

KIT

CO

NTA

INS

TW

O C

AB

LE A

SSE

MB

LIE

S.

STEE

LS

TRU

CTU

RE

BY

OTH

ER

S

CO

NC

RE

TEST

RU

CTU

RE

BY

OTH

ER

S

SEE

APPR

OPR

IATE

SUBM

ITTA

LSFO

R E

QU

IPM

EN

TAT

TAC

H. O

PTIO

NS.

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE

A=45

°±15

°IN

STA

LLA

TIO

NAN

GLE


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.2.5

KSCU GRIPPLE CABLE RESTRAINT KIT (KSUA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.404-1A RELEASE DATE: 5/21/04

----

----

--

----

----

--

250

500

1,23

5

SEE

S-90

.388

-3A

FOR

EN

D L

OO

PIN

STR

UC

TIO

NS

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE

STE

ELS

TRU

CTU

RE

BY

OTH

ER

S

CO

NC

RE

TES

TRU

CTU

RE

BY

OTH

ER

S

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

5BFO

R C

ON

CR

ETE

AN

CH

OR

INS

TRU

CTI

ON

S.

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

5A F

OR

BO

LTIN

G IN

STR

UC

TIO

NS

.

KS

CU

RE

STR

AIN

T C

AB

LE K

IT B

Y K

INE

TIC

S.

EAC

H K

IT C

ON

TAIN

S TW

O C

ABLE

ASS

EMBL

IES.

SEE

APPR

OPR

IATE

SU

BMIT

TALS

FOR

EQ

UIP

MEN

TA

TTA

CH

. OP

TIO

NS

.

MA

X.

HO

RIZ

ON

TAL

CAB

LEFO

RC

E@

A=6

0°

MA

X.

HO

RIZ

ON

TAL

CAB

LEFO

RC

E@

A=4

5°

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=30°

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

215

lbs.

250

lbs.

mm 2

lbs.

----

----

--

CLA

SS

-0-

CLA

SS

-0-

CLA

SS

175

lbs.

-0-

CLA

SS

-0-

125

CLA

SS

lbs.

MA

X.

CA

BLE

TEN

SIO

N

CAB

LES

IZE

350

0I

I43

025

0-0

-35

0I

1,23

55

1,06

5III

IIIII

870

II61

5K

SC

U-4

KS

CU

-3

MO

DE

L

KS

CU

-2

----

----

----

----


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.2.6

KSUG GRIPPLE CABLE RESTRAINT KIT (KSUA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.409-1A RELEASE DATE: 5/21/04

STE

EL

STR

UC

TUR

EBY

OTH

ERS

CO

NC

RE

TES

TRU

CTU

RE

BY

OTH

ER

S

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

5BFO

R C

ON

CR

ETE

AN

CH

OR

INS

TRU

CTI

ON

S.

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

5A F

OR

BO

LTIN

G IN

STR

UC

TIO

NS

.

KS

UG

RE

STR

AIN

T C

ABL

E K

IT B

Y K

INE

TIC

S.E

ACH

KIT

CO

NTA

INS

TW

O C

AB

LE A

SS

EM

BLI

ES

.

SEE

AP

PR

OP

RIA

TES

UB

MIT

TALS

FOR

EQ

UIP

ME

NT

ATTA

CH

. OP

TIO

NS.

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=6

0°

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=4

5°

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=3

0°

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=0

°

215

lbs.

250

lbs.

mm 2

lbs.

----

----

--

CLA

SS

-0-

CLA

SS

-0-

CLA

SS

175

lbs.

-0-

CLA

SS

-0-

125

CLA

SS

lbs.

MAX

.C

AB

LETE

NSI

ON

CA

BLE

SIZE 3

500

II

430

250

-0-

350

I

1,23

55

1,06

5III

IIIII

870

II61

5K

SU

G-4

KS

UG

-3

MO

DE

L

KS

UG

-2

------

------

----

SE

E S

-90.

388-

3AFO

R E

ND

LO

OP

INS

TRU

CTI

ON

S

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE

----

----

--

----

----

--

250

500

1,23

5


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.1

KSWC U-BOLT CLIP BULK CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.384-2A RELEASE DATE: 5/21/04

STE

EL

STR

UC

TUR

EB

Y O

THER

S

CO

NC

RE

TES

TRU

CTU

RE

BY

OTH

ERS

SEE

ATT

ACH

MEN

T KI

TS

UB

MIT

TAL

S-9

0.38

5-2B

FOR

CO

NC

RET

EA

NC

HO

R IN

STR

UC

TIO

NS

.

SEE

ATTA

CH

MEN

T KI

TSU

BMIT

TAL

S-90

.385

-2A

FOR

BO

LTIN

G &

WE

LDIN

GIN

STR

UC

TIO

NS

.

KS

CW

BU

LK R

ES

TRA

INT

CA

BLE

KIT

BY

KIN

ETI

CS

.E

AC

H S

TAN

DA

RD

KIT

CO

NTA

INS

EN

OU

GH

MAT

ERIA

L FO

R (2

) 12

FT. C

ABLE

ASS

EMBL

IES.

SEE

APPR

OPR

IATE

SU

BM

ITTA

LSFO

R E

QU

IPM

ENT

ATT

AC

H. O

PTI

ON

S.

2,96

0

1,63

5

KS

WC

-250

B

KS

WC

-187

B

KS

WC

-125

B

----

-----

----

---

MO

DEL

1/4

3/16

CAB

LES

IZE

1/8in.

CLA

SS

IIIIV

1,17

5

IIIIII

1,17

5

* M

AX.

CA

BLE

TEN

SIO

N

CLA

SS

II

CLA

SS

II

lbs.

955

lbs.

955

* M

AX.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

2,09

0IV

IV2,

560

III1,

155

1,41

5IIIII

lbs.

675

CLA

SS

II

lbs.

825*

MA

X.H

OR

IZO

NTA

LC

ABLE

FOR

CE

@ A

=30°

* M

AX.

HO

RIZ

ON

TAL

CAB

LEFO

RC

E@

A=4

5°

1,48

0IIIII

815

lbs.

CLA

SS

475

I

* MAX

.H

OR

IZO

NTA

LC

ABLE

FOR

CE

@ A

=60°

* FO

R K

SC

A B

RA

CK

ET

WE

LDED

TO

STE

EL

PE

R S

-90.

379-

1B.

SE

E S

-90.

382-

1BFO

R E

ND

LO

OP

INST

RU

CTI

ON

S

A=45

°±15

°IN

STAL

LATI

ON

AN

GLE

A=4

5°±1

5°IN

STA

LLA

TIO

NA

NG

LE


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.2

KSQF GRIPPLE BULK CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.384-4A RELEASE DATE: 5/21/04

A=45

°±15

°IN

STA

LLA

TIO

NA

NG

LE

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

2AFO

R B

OLT

ING

& W

ELD

ING

INS

TRU

CTI

ON

S.

KS

QF

BU

LK R

ES

TRA

INT

CA

BLE

KIT

BY

KIN

ETI

CS

.E

AC

H S

TAN

DA

RD

KIT

CO

NTA

INS

EN

OU

GH

MA

TER

IAL

FOR

(2) 1

2 FT

. CA

BLE

AS

SEM

BLI

ES.

SEE

ATTA

CH

MEN

T KI

TS

UB

MIT

TAL

S-9

0.38

5-2B

FOR

CO

NC

RE

TEA

NC

HO

R IN

STR

UC

TIO

NS

.

SE

E S

-90.

388-

3AFO

R E

ND

LO

OP

INS

TRU

CTI

ON

S

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=4

5°

CA

BLE

SIZ

E

3/16in.

1/8

MO

DE

L

----

----

----

----

KS

QF-

125

KS

QF-

187

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

CLA

SS

500

lbs.

------

--

CLA

SS

1,23

5---

-----

500

lbs.

1,23

5MAX

.C

AB

LETE

NS

ION

CLA

SS

350

lbs.

I III87

0

I III

430

lbs.

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=30°

1,06

5

-0-

CLA

SS

II

CLA

SS

I III

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=60°

250

lbs.

615

A=45

°±15

°IN

STA

LLA

TIO

NAN

GLE

STEE

LS

TRU

CTU

RE

BY

OTH

ER

S

CO

NC

RE

TEST

RU

CTU

RE

BY O

THE

RS

SEE

APPR

OPR

IATE

SUBM

ITTA

LSFO

R E

QU

IPM

EN

TAT

TAC

H. O

PTIO

NS.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.3

KSUA U-BOLT CLIP BULK CABLE RESTRAINT KIT (KSUA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.384-8A RELEASE DATE: 5/21/04

* FO

R K

SUA-

2 BR

ACK

ET B

OLT

ED

TO

STE

EL P

ER S

-90.

379-

1B.

A=4

5°±1

5°IN

STAL

LATI

ON

AN

GLE

A=45

°±15

°IN

STAL

LATI

ON

ANG

LE

SE

E S

-90.

397-

1BFO

R E

ND

LO

OP

INS

TRU

CTI

ON

S

STE

EL

STR

UC

TUR

EBY

OTH

ER

S

CO

NC

RET

ES

TRU

CTU

RE

BY O

THER

S

SEE

ATTA

CH

MEN

T KI

TSU

BMIT

TAL

S-90

.385

-5B

FOR

CO

NC

RE

TEAN

CH

OR

INST

RU

CTI

ON

S.

SEE

ATT

ACH

MEN

T KI

TS

UB

MIT

TAL

S-9

0.38

5-5A

FO

RBO

LTIN

G IN

STR

UC

TIO

NS.

KS

UA

BU

LK R

ES

TRA

INT

CA

BLE

KIT

BY

KIN

ETI

CS

.E

AC

H S

TAN

DA

RD

KIT

CO

NTA

INS

EN

OU

GH

MAT

ERIA

L FO

R (2

) 12

FT. C

ABLE

ASS

EMBL

IES.

SE

E A

PP

RO

PR

IATE

SU

BM

ITTA

LSFO

R E

QU

IPM

EN

TAT

TAC

H. O

PTIO

NS.

* MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=60°

* MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=45°

* MA

X.

HO

RIZ

ON

TAL

CAB

LEFO

RC

E@

A=3

0°

* MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

825

lbs.

955

lbs.

in.

1/8

955

lbs.

II

CLA

SS

II

CLA

SS

II

CLA

SS

675

lbs.

II

CLA

SS

I47

5

CLA

SS

lbs.

* M

AX.

CAB

LETE

NS

ION

CA

BLE

SIZ

E

1,63

5III

3/16

1,63

5III

III1,

415

815

II1,

155

III

2,96

02,

960

1/4

IV2,

560

IVIV

IV2,

090

III1,

480

KS

UA

-250

B

KS

UA

-187

B

MO

DE

L

KS

UA

-125

B

------

------

----


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.4

KSCCU U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.384-10A RELEASE DATE: 5/21/04

2960

IVIV

IVIV

III29

6025

6020

9014

80

* FOR

KSU

A BR

ACKE

T BO

LTED

TO

STEE

L WIT

H 1/2

" DIA

. BOL

T.

SEE

S-90

.384-

11B

FOR

END

LOOP

INST

RUCT

IONS

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=30°

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

SEE

ATTA

CHM

ENT

KIT

SUBM

ITTA

L S-9

0.385

-8B

FOR

CONC

RETE

ANCH

OR IN

STRU

CTIO

NS.

SEE

S-90

.397-

1BFO

R EN

D LO

OPIN

STRU

CTIO

NS

* MAX

.CA

BLE

TENS

ION

lbs.

in.

CABL

ESI

ZE 1/4

MODE

L

------

------

----

KSCC

U-25

0B

lbs.

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=0°

lbs.

CLAS

SCL

ASS

SEE

ATTA

CHME

NT K

ITSU

BMIT

TAL S

-90.3

85-8

BFO

R CO

NCRE

TE A

NCHO

R IN

STRU

CTIO

NS.

KSCC

U BU

LK R

ESTR

AINT

CAB

LE K

IT B

Y KI

NETI

CS.

EACH

STA

NDAR

D KI

T CO

NTAI

NS E

NOUG

HMA

TERI

AL F

OR (2

) 12 F

T. C

ABLE

ASS

EMBL

IES.

SEE

APPR

OPRI

ATE

SUBM

ITTA

LSFO

R EQ

UIPM

ENT

ATTA

CH. O

PTIO

NS.

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=60°

lbs.

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=45°

CLAS

Slbs

.CL

ASS

CLAS

S


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.5

KSCCU4 U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA-4 – KSUA)PAGE 1 OF 1 - DRAWING # S-90.384-13A RELEASE DATE: 5/21/04

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=45°

CABL

ESI

ZE

* FOR

CCA

-4 B

RACK

ET B

OLTE

D T

O CO

NCRE

TESEE

ATTA

CHME

NT K

ITSU

BMIT

TAL S

-90.3

85-1

1BFO

R CO

NCRE

TEAN

CHOR

INST

RUCT

IONS

.

in. 1/4

MODE

L

------

------

----

KSCC

U4-2

50B

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

SEE

S-90

.384-

11B

FOR

END

LOOP

INST

RUCT

IONS

CLAS

S

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=0°

* MAX

.CA

BLE

TENS

ION

lbs.

CLAS

Slbs

.lbs

.

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=30°

lbs.

CLAS

S

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=60°

lbs.

CLAS

SCL

ASS

SEE

S-90

.397-

1BFO

R EN

D LO

OPIN

STRU

CTIO

NS

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

SEE

ATTA

CHME

NT K

ITSU

BMIT

TAL S

-90.3

85-1

1BFO

R CO

NCRE

TEAN

CHOR

INST

RUCT

IONS

.

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

2960

IV29

60IV

IV25

6020

90IV

1480

III

ORIE

NTAT

ION

1 or 2

ORIE

NTAT

ION

1OR

IENT

ATIO

N 2

SEE

APPR

OPRI

ATE

SUBM

ITTA

LSFO

R EQ

UIPM

ENT

ATTA

CH. O

PTIO

NS.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.6

KSCC U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA – CCA)PAGE 1 OF 1 - DRAWING # S-90.384-11A RELEASE DATE: 5/21/04

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

SEE

S-90

.384-

11B

FOR

END

LOOP

INST

RUCT

IONS

CLAS

SCL

ASS

lbs.* M

AX.

HORI

ZONT

ALCA

BLE

FORC

E@

A=3

0°

CLAS

SCL

ASS

lbs.* M

AX.

HORI

ZONT

ALCA

BLE

FORC

E@

A=4

5°

lbs.* M

AX.

HORI

ZONT

ALCA

BLE

FORC

E@

A=6

0°

STEE

LST

RUCT

URE

BY O

THER

S

2960

IV29

6025

6020

9014

80IV

IVIV

III

KSCC

-375

B3/8

5915

V33

7551

2041

8029

55IV

IV

KSCC

-500

B1/2

8500

3375

6250

6010

4250

IV

* FOR

CCA

BRA

CKET

WEL

DED

TO

STEE

L.

V

IV IV

V VV

KSCC

BUL

K RE

STRA

INT

CABL

E KI

T BY

KIN

ETIC

S.EA

CH S

TAND

ARD

KIT

CONT

AINS

ENO

UGH

MATE

RIAL

FOR

(2) 1

2 FT.

CAB

LE A

SSEM

BLIE

S.

SEE

ATTA

CHME

NT K

ITSU

BMIT

TAL

S-90

.385-

8AFO

R BO

LTIN

G &

WEL

DING

INST

RUCT

IONS

.

lbs.* M

AX.

HORI

ZONT

ALCA

BLE

FORC

E@

A=0

°

SEE

S-90

.384-

11B

FOR

END

LOOP

INST

RUCT

IONS

SEE

ATTA

CHME

NT K

ITSU

BMIT

TAL S

-90.3

85-8

BFO

R CO

NCRE

TEAN

CHOR

INST

RUCT

IONS

.

KSCC

-250

B

------

------

----

MODE

L

CLAS

S

1/4

CABL

ESI

ZE in.lbs

.* MAX

.CA

BLE

TENS

ION

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

SEE

APPR

OPRI

ATE

SUBM

ITTA

LSFO

R EQ

UIPM

ENT

ATTA

CH. O

PTIO

NS.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.7

KSCC4 U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA-4 – CCA)PAGE 1 OF 1 - DRAWING # S-90.384-12A RELEASE DATE5/21/04

SEE

S-90

.384-

11B

FOR

END

LOOP

INST

RUCT

IONS

CLAS

S

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=0°

* MAX

.CA

BLE

TENS

ION

lbs.

CLAS

Slbs

.lbs

.

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=30°

lbs.

CLAS

S

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=60°

lbs.

CLAS

SCL

ASS

SEE

ATTA

CHME

NT K

ITSU

BMIT

TAL S

-90.3

85-1

1BFO

R CO

NCRE

TEAN

CHOR

INST

RUCT

IONS

.

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

SEE

S-90

.384-

11B

FOR

END

LOOP

INST

RUCT

IONS

3/8KS

CC4-

375B

1/2KS

CC4-

500B

2960

IV29

60IV

IV25

6020

90IV

1470

III

3/8 1/2

ORIE

NTAT

ION

1 or 2 1 2 21

ORIE

NTAT

ION

1OR

IENT

ATIO

N 2

5915

V59

1550

2055

85V

2955

IV

5915

5915

5915

5585

2955

8500

6250

5250

5585

3520

IV

8500

3375

6095

5585

4250

V

VV

VV

V

IVV

VV

VIV

V

V VIV

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=45°

CABL

ESI

ZE

* FOR

CCA

-4 B

RACK

ET B

OLTE

D T

O CO

NCRE

TE.

SEE

ATTA

CHME

NT K

ITSU

BMIT

TAL S

-90.3

85-1

1BFO

R CO

NCRE

TEAN

CHOR

INST

RUCT

IONS

.

in. 1/4

MODE

L

------

------

----

KSCC

4-25

0B

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

A=45

°±15

°IN

STAL

LATI

ONAN

GLE


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.1

KSWC U-BOLT CLIP BULK CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.384-2A RELEASE DATE: 5/21/04

STE

EL

STR

UC

TUR

EB

Y O

THER

S

CO

NC

RE

TES

TRU

CTU

RE

BY

OTH

ERS

SEE

ATT

ACH

MEN

T KI

TS

UB

MIT

TAL

S-9

0.38

5-2B

FOR

CO

NC

RET

EA

NC

HO

R IN

STR

UC

TIO

NS

.

SEE

ATTA

CH

MEN

T KI

TSU

BMIT

TAL

S-90

.385

-2A

FOR

BO

LTIN

G &

WE

LDIN

GIN

STR

UC

TIO

NS

.

KS

CW

BU

LK R

ES

TRA

INT

CA

BLE

KIT

BY

KIN

ETI

CS

.E

AC

H S

TAN

DA

RD

KIT

CO

NTA

INS

EN

OU

GH

MAT

ERIA

L FO

R (2

) 12

FT. C

ABLE

ASS

EMBL

IES.

SEE

APPR

OPR

IATE

SU

BM

ITTA

LSFO

R E

QU

IPM

ENT

ATT

AC

H. O

PTI

ON

S.

2,96

0

1,63

5

KS

WC

-250

B

KS

WC

-187

B

KS

WC

-125

B

----

-----

----

---

MO

DEL

1/4

3/16

CAB

LES

IZE

1/8in.

CLA

SS

IIIIV

1,17

5

IIIIII

1,17

5

* M

AX.

CA

BLE

TEN

SIO

N

CLA

SS

II

CLA

SS

II

lbs.

955

lbs.

955

* M

AX.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

2,09

0IV

IV2,

560

III1,

155

1,41

5IIIII

lbs.

675

CLA

SS

II

lbs.

825*

MA

X.H

OR

IZO

NTA

LC

ABLE

FOR

CE

@ A

=30°

* M

AX.

HO

RIZ

ON

TAL

CAB

LEFO

RC

E@

A=4

5°

1,48

0IIIII

815

lbs.

CLA

SS

475

I

* MAX

.H

OR

IZO

NTA

LC

ABLE

FOR

CE

@ A

=60°

* FO

R K

SC

A B

RA

CK

ET

WE

LDED

TO

STE

EL

PE

R S

-90.

379-

1B.

SE

E S

-90.

382-

1BFO

R E

ND

LO

OP

INST

RU

CTI

ON

S

A=45

°±15

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STAL

LATI

ON

AN

GLE

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5°IN

STA

LLA

TIO

NA

NG

LE


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.2

KSQF GRIPPLE BULK CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.384-4A RELEASE DATE: 5/21/04

A=45

°±15

°IN

STA

LLA

TIO

NA

NG

LE

SE

E A

TTA

CH

ME

NT

KIT

SU

BM

ITTA

L S

-90.

385-

2AFO

R B

OLT

ING

& W

ELD

ING

INS

TRU

CTI

ON

S.

KS

QF

BU

LK R

ES

TRA

INT

CA

BLE

KIT

BY

KIN

ETI

CS

.E

AC

H S

TAN

DA

RD

KIT

CO

NTA

INS

EN

OU

GH

MA

TER

IAL

FOR

(2) 1

2 FT

. CA

BLE

AS

SEM

BLI

ES.

SEE

ATTA

CH

MEN

T KI

TS

UB

MIT

TAL

S-9

0.38

5-2B

FOR

CO

NC

RE

TEA

NC

HO

R IN

STR

UC

TIO

NS

.

SE

E S

-90.

388-

3AFO

R E

ND

LO

OP

INS

TRU

CTI

ON

S

MAX

.H

OR

IZO

NTA

LC

AB

LEFO

RC

E@

A=4

5°

CA

BLE

SIZ

E

3/16in.

1/8

MO

DE

L

----

----

----

----

KS

QF-

125

KS

QF-

187

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

CLA

SS

500

lbs.

------

--

CLA

SS

1,23

5---

-----

500

lbs.

1,23

5MAX

.C

AB

LETE

NS

ION

CLA

SS

350

lbs.

I III87

0

I III

430

lbs.

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=30°

1,06

5

-0-

CLA

SS

II

CLA

SS

I III

MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=60°

250

lbs.

615

A=45

°±15

°IN

STA

LLA

TIO

NAN

GLE

STEE

LS

TRU

CTU

RE

BY

OTH

ER

S

CO

NC

RE

TEST

RU

CTU

RE

BY O

THE

RS

SEE

APPR

OPR

IATE

SUBM

ITTA

LSFO

R E

QU

IPM

EN

TAT

TAC

H. O

PTIO

NS.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.3

KSUA U-BOLT CLIP BULK CABLE RESTRAINT KIT (KSUA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.384-8A RELEASE DATE: 5/21/04

* FO

R K

SUA-

2 BR

ACK

ET B

OLT

ED

TO

STE

EL P

ER S

-90.

379-

1B.

A=4

5°±1

5°IN

STAL

LATI

ON

AN

GLE

A=45

°±15

°IN

STAL

LATI

ON

ANG

LE

SE

E S

-90.

397-

1BFO

R E

ND

LO

OP

INS

TRU

CTI

ON

S

STE

EL

STR

UC

TUR

EBY

OTH

ER

S

CO

NC

RET

ES

TRU

CTU

RE

BY O

THER

S

SEE

ATTA

CH

MEN

T KI

TSU

BMIT

TAL

S-90

.385

-5B

FOR

CO

NC

RE

TEAN

CH

OR

INST

RU

CTI

ON

S.

SEE

ATT

ACH

MEN

T KI

TS

UB

MIT

TAL

S-9

0.38

5-5A

FO

RBO

LTIN

G IN

STR

UC

TIO

NS.

KS

UA

BU

LK R

ES

TRA

INT

CA

BLE

KIT

BY

KIN

ETI

CS

.E

AC

H S

TAN

DA

RD

KIT

CO

NTA

INS

EN

OU

GH

MAT

ERIA

L FO

R (2

) 12

FT. C

ABLE

ASS

EMBL

IES.

SE

E A

PP

RO

PR

IATE

SU

BM

ITTA

LSFO

R E

QU

IPM

EN

TAT

TAC

H. O

PTIO

NS.

* MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=60°

* MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=45°

* MA

X.

HO

RIZ

ON

TAL

CAB

LEFO

RC

E@

A=3

0°

* MA

X.

HO

RIZ

ON

TAL

CA

BLE

FOR

CE

@ A

=0°

825

lbs.

955

lbs.

in.

1/8

955

lbs.

II

CLA

SS

II

CLA

SS

II

CLA

SS

675

lbs.

II

CLA

SS

I47

5

CLA

SS

lbs.

* M

AX.

CAB

LETE

NS

ION

CA

BLE

SIZ

E

1,63

5III

3/16

1,63

5III

III1,

415

815

II1,

155

III

2,96

02,

960

1/4

IV2,

560

IVIV

IV2,

090

III1,

480

KS

UA

-250

B

KS

UA

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B

MO

DE

L

KS

UA

-125

B

------

------

----


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.4

KSCCU U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.384-10A RELEASE DATE: 5/21/04

2960

IVIV

IVIV

III29

6025

6020

9014

80

* FOR

KSU

A BR

ACKE

T BO

LTED

TO

STEE

L WIT

H 1/2

" DIA

. BOL

T.

SEE

S-90

.384-

11B

FOR

END

LOOP

INST

RUCT

IONS

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=30°

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

SEE

ATTA

CHM

ENT

KIT

SUBM

ITTA

L S-9

0.385

-8B

FOR

CONC

RETE

ANCH

OR IN

STRU

CTIO

NS.

SEE

S-90

.397-

1BFO

R EN

D LO

OPIN

STRU

CTIO

NS

* MAX

.CA

BLE

TENS

ION

lbs.

in.

CABL

ESI

ZE 1/4

MODE

L

------

------

----

KSCC

U-25

0B

lbs.

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=0°

lbs.

CLAS

SCL

ASS

SEE

ATTA

CHME

NT K

ITSU

BMIT

TAL S

-90.3

85-8

BFO

R CO

NCRE

TE A

NCHO

R IN

STRU

CTIO

NS.

KSCC

U BU

LK R

ESTR

AINT

CAB

LE K

IT B

Y KI

NETI

CS.

EACH

STA

NDAR

D KI

T CO

NTAI

NS E

NOUG

HMA

TERI

AL F

OR (2

) 12 F

T. C

ABLE

ASS

EMBL

IES.

SEE

APPR

OPRI

ATE

SUBM

ITTA

LSFO

R EQ

UIPM

ENT

ATTA

CH. O

PTIO

NS.

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=60°

lbs.

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=45°

CLAS

Slbs

.CL

ASS

CLAS

S


KIN

ET

ICS

™S

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esig

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l

MEMBER






DOCUMENT:

P7.3.5

KSCCU4 U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA-4 – KSUA)PAGE 1 OF 1 - DRAWING # S-90.384-13A RELEASE DATE: 5/21/04

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=45°

CABL

ESI

ZE

* FOR

CCA

-4 B

RACK

ET B

OLTE

D T

O CO

NCRE

TESEE

ATTA

CHME

NT K

ITSU

BMIT

TAL S

-90.3

85-1

1BFO

R CO

NCRE

TEAN

CHOR

INST

RUCT

IONS

.

in. 1/4

MODE

L

------

------

----

KSCC

U4-2

50B

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

SEE

S-90

.384-

11B

FOR

END

LOOP

INST

RUCT

IONS

CLAS

S

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=0°

* MAX

.CA

BLE

TENS

ION

lbs.

CLAS

Slbs

.lbs

.

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=30°

lbs.

CLAS

S

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=60°

lbs.

CLAS

SCL

ASS

SEE

S-90

.397-

1BFO

R EN

D LO

OPIN

STRU

CTIO

NS

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

SEE

ATTA

CHME

NT K

ITSU

BMIT

TAL S

-90.3

85-1

1BFO

R CO

NCRE

TEAN

CHOR

INST

RUCT

IONS

.

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

2960

IV29

60IV

IV25

6020

90IV

1480

III

ORIE

NTAT

ION

1 or 2

ORIE

NTAT

ION

1OR

IENT

ATIO

N 2

SEE

APPR

OPRI

ATE

SUBM

ITTA

LSFO

R EQ

UIPM

ENT

ATTA

CH. O

PTIO

NS.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.6

KSCC U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA – CCA)PAGE 1 OF 1 - DRAWING # S-90.384-11A RELEASE DATE: 5/21/04

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

SEE

S-90

.384-

11B

FOR

END

LOOP

INST

RUCT

IONS

CLAS

SCL

ASS

lbs.* M

AX.

HORI

ZONT

ALCA

BLE

FORC

E@

A=3

0°

CLAS

SCL

ASS

lbs.* M

AX.

HORI

ZONT

ALCA

BLE

FORC

E@

A=4

5°

lbs.* M

AX.

HORI

ZONT

ALCA

BLE

FORC

E@

A=6

0°

STEE

LST

RUCT

URE

BY O

THER

S

2960

IV29

6025

6020

9014

80IV

IVIV

III

KSCC

-375

B3/8

5915

V33

7551

2041

8029

55IV

IV

KSCC

-500

B1/2

8500

3375

6250

6010

4250

IV

* FOR

CCA

BRA

CKET

WEL

DED

TO

STEE

L.

V

IV IV

V VV

KSCC

BUL

K RE

STRA

INT

CABL

E KI

T BY

KIN

ETIC

S.EA

CH S

TAND

ARD

KIT

CONT

AINS

ENO

UGH

MATE

RIAL

FOR

(2) 1

2 FT.

CAB

LE A

SSEM

BLIE

S.

SEE

ATTA

CHME

NT K

ITSU

BMIT

TAL

S-90

.385-

8AFO

R BO

LTIN

G &

WEL

DING

INST

RUCT

IONS

.

lbs.* M

AX.

HORI

ZONT

ALCA

BLE

FORC

E@

A=0

°

SEE

S-90

.384-

11B

FOR

END

LOOP

INST

RUCT

IONS

SEE

ATTA

CHME

NT K

ITSU

BMIT

TAL S

-90.3

85-8

BFO

R CO

NCRE

TEAN

CHOR

INST

RUCT

IONS

.

KSCC

-250

B

------

------

----

MODE

L

CLAS

S

1/4

CABL

ESI

ZE in.lbs

.* MAX

.CA

BLE

TENS

ION

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

SEE

APPR

OPRI

ATE

SUBM

ITTA

LSFO

R EQ

UIPM

ENT

ATTA

CH. O

PTIO

NS.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.3.7

KSCC4 U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA-4 – CCA)PAGE 1 OF 1 - DRAWING # S-90.384-12A RELEASE DATE5/21/04

SEE

S-90

.384-

11B

FOR

END

LOOP

INST

RUCT

IONS

CLAS

S

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=0°

* MAX

.CA

BLE

TENS

ION

lbs.

CLAS

Slbs

.lbs

.

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=30°

lbs.

CLAS

S

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=60°

lbs.

CLAS

SCL

ASS

SEE

ATTA

CHME

NT K

ITSU

BMIT

TAL S

-90.3

85-1

1BFO

R CO

NCRE

TEAN

CHOR

INST

RUCT

IONS

.

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

SEE

S-90

.384-

11B

FOR

END

LOOP

INST

RUCT

IONS

3/8KS

CC4-

375B

1/2KS

CC4-

500B

2960

IV29

60IV

IV25

6020

90IV

1470

III

3/8 1/2

ORIE

NTAT

ION

1 or 2 1 2 21

ORIE

NTAT

ION

1OR

IENT

ATIO

N 2

5915

V59

1550

2055

85V

2955

IV

5915

5915

5915

5585

2955

8500

6250

5250

5585

3520

IV

8500

3375

6095

5585

4250

V

VV

VV

V

IVV

VV

VIV

V

V VIV

* MAX

.HO

RIZO

NTAL

CABL

EFO

RCE

@ A

=45°

CABL

ESI

ZE

* FOR

CCA

-4 B

RACK

ET B

OLTE

D T

O CO

NCRE

TE.

SEE

ATTA

CHME

NT K

ITSU

BMIT

TAL S

-90.3

85-1

1BFO

R CO

NCRE

TEAN

CHOR

INST

RUCT

IONS

.

in. 1/4

MODE

L

------

------

----

KSCC

4-25

0B

CONC

RETE

STRU

CTUR

EBY

OTH

ERS

A=45

°±15

°IN

STAL

LATI

ONAN

GLE

A=45

°±15

°IN

STAL

LATI

ONAN

GLE


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.4.1

KSCA-AK CABLE ANCHORAGE HARDWARE KIT FOR KSCA BRACKETSPAGE 1 OF 1 - DRAWING # S-90.385-2A & S-90.385-2B RELEASE DATE: 5/21/04

THROUGH BOLTED OR WELDED

ANCHORED TO CONCRETE

ORIENTATION1

ORIENTATION2

MAX. HORIZ.FORCE

ORIENTATION1

@ A=45°

CLASS----------------

KSCA-AK-250

KSCA-AK-375

KSCA-AK-500

985

lbs. CLASS

695

lbs.

II

III2,405 1,700

2,970 IV 2,970

II

III

III

570

lbs.

1,175

1,175

CLASS

CABLE ATTACHMENT HOLE.

DO NOT USETHIS HOLE!!FOR ANCHOR EMDEDMENT & EDGE DIST.

SEE "ANCHOR CAPACITIES USED BY KNCSEISMIC PROGRAMS-WEDGE TYPE

ANCHOR APPLICATIONS".

KIN

ETIC

KS

CA

KSCA BRACKETBY KINETICS.

CONCRETE BY OTHERS.

KINETIC

KS

CA

T

OPTIONAL WELD ATTACHMENTEQUAL TO (1) SIZE (ØD) UNC BOLT.

NEOPRENEGROMMET

REQUIRED FORKSCA-AK-250/-375

BY KINETICS.

CABLEATTACHMENT

HOLE

(Lw) TYP

DO NOT USETHIS HOLE!!

A°

A°

HARDWAREBY KINETICS.

MAX. HORIZ.FORCE

ORIENTATION1

@ A=30°

1,620

BOLT/ANCHOR

SIZE(ØD)

(UNC)

MODEL

KSCA-AK-500

KSCA-AK-375

KSCA-AK-250

----------------

MAX. HORIZ.FORCE

ORIENTATION1

@ A=0°

0.50

0.38

0.25

in. CLASS

665

435

lbs.

200

II

I

-0-

990

lbs.

415

865

MAX. HORIZ.FORCE

ORIENTATION1

@ A=60°

CLASS

I

I

-0-

455II

II 300

lbs.

140I

865III

560II

I

lbs.

255

CLASS CLASS

MAX. HORIZ.FORCE

ORIENTATION1

@ A=45°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=0°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=30°

CLASS

-0-

II

II

240

lbs.

520

785

215

lbs.

-0-

450 I

670 II

CLASS

MAX. HORIZ.FORCE

ORIENTATION2

@ A=60°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=45°

I255

lbs. CLASS

-0-240

CLASSlbs.

570 II560 II

II II935

ORIENTATION2

ORIENTATION1 A°

A°

ØD

A°

T

NEOPRENE GROMMET REQUIREDFOR KSCA-AK-250/-375 BY KINETICS.

CONCRETE ANCHORBY KINETICS.

in.

0.25

0.38

0.50

BOLT/ANCHOR

SIZE(ØD)

(UNC)

MODEL

MAX. HORIZ.FORCE

ORIENTATION1

@ A=30°

MAX. HORIZ.FORCE

ORIENTATION1

@ A=0°

I

II

III

II 405

lbs.

995III

IV 1,820

CLASS CLASS

III1,175

III1,175

II

lbs.

625

2,970

1,725

lbs.

705

2,540 IV2,970 IVIV

III1,700 III1,385III

lbs. CLASS

570 II

CLASS

II

lbs.

695

CLASS

II

MAX. HORIZ.FORCE

ORIENTATION2

@ A=30°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=0°

MAX. HORIZ.FORCE

ORIENTATION1

@ A=60°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=45°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=60°

ØD

A°


STEELBYOTHERS.

2.00

1.25

1.00

WELDLENGTH

(Lw)

in.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.4.2

KSUA-AK CABLE ANCHORAGE HARDWARE KIT FOR KSUA BRACKETSPAGE 1 OF 1 - DRAWING # S-90.385-5A & S-90.385-5B RELEASE DATE: 5/21/04

KSUA CABLE ATTACHMENTBRACKET BY KINETICS.

MAX. HORIZ.FORCE

ORIENTATION1

@ A=30°

MAX. HORIZ.FORCE

ORIENTATION1

@ A=45°

MAX. HORIZ.FORCE

ORIENTATION1

@ A=60°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=60°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=45°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=30°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=0°

A°A°

ORIENTATION1 ORIENTATION

2

TKSUA CABLE RESTRAINT

KIT BY KINETICS.

KSUA -AKATTACHMENT

KIT BY KINETICS.

ØD

A°STRUCTURAL STEEL

BY OTHERS.

540

lbs.

II

1,325 III

2,425 IV

CLASSCLASSCLASS

MAX. HORIZ.FORCE

ORIENTATION1

@ A=0°

4,850

2,650

lbs.

1,085

IV

IV

III

1,3002,010 IVIV2,800

III1,095 7101,530 III

lbs.

290

CLASS

II

lbs.

450

CLASS

I

lbs.

625

III

II

I 505

lbs.

I

CLASS

450

lbs.

II

CLASS

I360

CLASSlbs.

III1,230 880 II1,095 III

2,250 IV IV2,010 III1,615KSUA-AK-500

KSUA-AK-375

MODEL

KSUA-AK-250

----------------

BOLT/ANCHOR

SIZE(ØD)

(UNC)

0.50

0.38

0.25

in.

CONCRETEBY OTHERS.

TKSUA CABLE RESTRAINTKIT BY KINETICS.

FOR ANCHOR EMDEDMENT & EDGE DIST.SEE "ANCHOR CAPACITIES USED BY KNC

SEISMIC PROGRAMS-WEDGE TYPEANCHOR APPLICATIONS".

KSUA -AKATTACHMENT KIT

BY KINETICS.

ØD

175

lbs. CLASS

170

lbs. CLASS

150

CLASSlbs.

I380 330 I360 I

570 II II550 II510KSUA-AK-500

KSUA-AK-375

MODEL

KSUA-AK-250

----------------

BOLT/ANCHOR

SIZE(ØD)

(UNC)

0.50

0.38

0.25

in.

185

lbs.

390 I

580 II

CLASSCLASSCLASS

MAX. HORIZ.FORCE

ORIENTATION1

@ A=0°

2,390

1,360

lbs.

530

IV

III

II

330550 IIII885

I360 220575 II

lbs.

100

CLASS

I

lbs.

170

CLASS

-0-

lbs.

260

I

-0-

-0-

A°A°


2

MAX. HORIZ.FORCE

ORIENTATION1

@ A=30°

MAX. HORIZ.FORCE

ORIENTATION1

@ A=45°

MAX. HORIZ.FORCE

ORIENTATION1

@ A=60°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=60°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=45°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=30°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=0°

45°


-0- -0- -0- -0-




KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.4.1

KSCA-AK CABLE ANCHORAGE HARDWARE KIT FOR KSCA BRACKETSPAGE 1 OF 1 - DRAWING # S-90.385-2A & S-90.385-2B RELEASE DATE: 5/21/04



ORIENTATION1

ORIENTATION2

MAX. HORIZ.FORCE

ORIENTATION1

@ A=45°

CLASS----------------

KSCA-AK-250

KSCA-AK-375

KSCA-AK-500

985

lbs. CLASS

695

lbs.

II

III2,405 1,700

2,970 IV 2,970

II

III

III

570

lbs.

1,175

1,175

CLASS

CABLE ATTACHMENT HOLE.

DO NOT USETHIS HOLE!!FOR ANCHOR EMDEDMENT & EDGE DIST.

SEE "ANCHOR CAPACITIES USED BY KNCSEISMIC PROGRAMS-WEDGE TYPE

ANCHOR APPLICATIONS".

KIN

ETIC

KS

CA


CONCRETE BY OTHERS.

KINETIC

KS

CA

T

OPTIONAL WELD ATTACHMENTEQUAL TO (1) SIZE (ØD) UNC BOLT.

NEOPRENEGROMMET

REQUIRED FORKSCA-AK-250/-375

BY KINETICS.

CABLEATTACHMENT

HOLE

(Lw) TYP

DO NOT USETHIS HOLE!!

A°

A°

HARDWAREBY KINETICS.

MAX. HORIZ.FORCE

ORIENTATION1

@ A=30°

1,620

BOLT/ANCHOR

SIZE(ØD)

(UNC)

MODEL

KSCA-AK-500

KSCA-AK-375

KSCA-AK-250

----------------

MAX. HORIZ.FORCE

ORIENTATION1

@ A=0°

0.50

0.38

0.25

in. CLASS

665

435

lbs.

200

II

I

-0-

990

lbs.

415

865

MAX. HORIZ.FORCE

ORIENTATION1

@ A=60°

CLASS

I

I

-0-

455II

II 300

lbs.

140I

865III

560II

I

lbs.

255

CLASS CLASS

MAX. HORIZ.FORCE

ORIENTATION1

@ A=45°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=0°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=30°

CLASS

-0-

II

II

240

lbs.

520

785

215

lbs.

-0-

450 I

670 II

CLASS

MAX. HORIZ.FORCE

ORIENTATION2

@ A=60°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=45°

I255

lbs. CLASS

-0-240

CLASSlbs.

570 II560 II

II II935

ORIENTATION2

ORIENTATION1 A°

A°

ØD

A°

T

NEOPRENE GROMMET REQUIREDFOR KSCA-AK-250/-375 BY KINETICS.

CONCRETE ANCHORBY KINETICS.

in.

0.25

0.38

0.50

BOLT/ANCHOR

SIZE(ØD)

(UNC)

MODEL

MAX. HORIZ.FORCE

ORIENTATION1

@ A=30°

MAX. HORIZ.FORCE

ORIENTATION1

@ A=0°

I

II

III

II 405

lbs.

995III

IV 1,820

CLASS CLASS

III1,175

III1,175

II

lbs.

625

2,970

1,725

lbs.

705

2,540 IV2,970 IVIV

III1,700 III1,385III

lbs. CLASS

570 II

CLASS

II

lbs.

695

CLASS

II

MAX. HORIZ.FORCE

ORIENTATION2

@ A=30°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=0°

MAX. HORIZ.FORCE

ORIENTATION1

@ A=60°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=45°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=60°

ØD

A°


STEELBYOTHERS.

2.00

1.25

1.00

WELDLENGTH

(Lw)

in.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P7.4.2

KSUA-AK CABLE ANCHORAGE HARDWARE KIT FOR KSUA BRACKETSPAGE 1 OF 1 - DRAWING # S-90.385-5A & S-90.385-5B RELEASE DATE: 5/21/04


MAX. HORIZ.FORCE

ORIENTATION1

@ A=30°

MAX. HORIZ.FORCE

ORIENTATION1

@ A=45°

MAX. HORIZ.FORCE

ORIENTATION1

@ A=60°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=60°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=45°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=30°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=0°

A°A°


2

TKSUA CABLE RESTRAINT

KIT BY KINETICS.

KSUA -AKATTACHMENT

KIT BY KINETICS.

ØD

A°STRUCTURAL STEEL

BY OTHERS.

540

lbs.

II

1,325 III

2,425 IV

CLASSCLASSCLASS

MAX. HORIZ.FORCE

ORIENTATION1

@ A=0°

4,850

2,650

lbs.

1,085

IV

IV

III

1,3002,010 IVIV2,800

III1,095 7101,530 III

lbs.

290

CLASS

II

lbs.

450

CLASS

I

lbs.

625

III

II

I 505

lbs.

I

CLASS

450

lbs.

II

CLASS

I360

CLASSlbs.

III1,230 880 II1,095 III

2,250 IV IV2,010 III1,615KSUA-AK-500

KSUA-AK-375

MODEL

KSUA-AK-250

----------------

BOLT/ANCHOR

SIZE(ØD)

(UNC)

0.50

0.38

0.25

in.

CONCRETEBY OTHERS.

TKSUA CABLE RESTRAINTKIT BY KINETICS.

FOR ANCHOR EMDEDMENT & EDGE DIST.SEE "ANCHOR CAPACITIES USED BY KNC

SEISMIC PROGRAMS-WEDGE TYPEANCHOR APPLICATIONS".

KSUA -AKATTACHMENT KIT

BY KINETICS.

ØD

175

lbs. CLASS

170

lbs. CLASS

150

CLASSlbs.

I380 330 I360 I

570 II II550 II510KSUA-AK-500

KSUA-AK-375

MODEL

KSUA-AK-250

----------------

BOLT/ANCHOR

SIZE(ØD)

(UNC)

0.50

0.38

0.25

in.

185

lbs.

390 I

580 II

CLASSCLASSCLASS

MAX. HORIZ.FORCE

ORIENTATION1

@ A=0°

2,390

1,360

lbs.

530

IV

III

II

330550 IIII885

I360 220575 II

lbs.

100

CLASS

I

lbs.

170

CLASS

-0-

lbs.

260

I

-0-

-0-

A°A°


2

MAX. HORIZ.FORCE

ORIENTATION1

@ A=30°

MAX. HORIZ.FORCE

ORIENTATION1

@ A=45°

MAX. HORIZ.FORCE

ORIENTATION1

@ A=60°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=60°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=45°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=30°

MAX. HORIZ.FORCE

ORIENTATION2

@ A=0°

45°


-0- -0- -0- -0-




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seismic design manual - kinetics noisekineticsnoise.com/seismic/design/p/p7 - cable wire rope...

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