Skytron Spectra User manual

FIROUZI

)

SKYTRON

i

い

r” | FOR

SPECTRA

|

NEAR

SURGICAL

SERIES

SEISMIC

SOURCE

CONSULTING

PRODUCTS

ST9W

-

ZONE

(4),

FACTOR

SOIL

=

PROFILE

1.5

ENGINEER,

|-

|

的

INC.

DES.

No.

E

DATE:

6

—

21

—

05

.

SHEET

1

.

OF

7

SHEETS

SEISMIC

ANCHORING

STOW

ELEVATION

BOLT

DESIGN

RENEWAL

FEE

DUE

DATE:

06-30-06

NOTES:

1.

SCOPE

TO

2.

FORCES SECTION FACTORED

3.

FORCES

ITS

4.

PROVIDE.

WEIGHTS.

5.

ENGINEER

OF

WORK:

STRUCTURE

ARE 1632A,

TO

ARE

MOST

ECCENTRICO.

WALL

AND.

or

DESIGN

ONLY.

DETERMINED

(INCLUDING

REPRESENT

MAXIMUMS

POSITION.

STRUCTURE

FORCES

RECORD:

TO

OF

PER

WORKING:

AND

DESIGNED

SHOWN

DESIGN,

BOLTS

UP

OCCUR

2001

TO-

(BY.

OR

EXISTING.

6.

HORIZON

LIGHT

SUPPORT

TRA

‘CONNECTING

(CALIFORNIA

DATE

DESIGN

(WHEN

ENGINEER

REVISIONS)

LOADS,

EQUIPMENT

“AND

TAIL

“TO

Y

DETAILS

AND

SUPPORT

OCCUR | IN

MOUNTING

BUILDING

OF

RECORD

VERIFY

AND

NOT

TO

ANY

ULTIMATE

IS

SUPPORT

STRUCTURE

INDICATED.

DIRECTION,

PLATE

CODE

HAVE

MOVED

FOR

—

BEEN

TO

THE

LOADS

BUILDING)

AND

/

FIROUZI

SKYTRON

SPECTRA

FOR SEISMIC

NEAR

SOURCE

CONSULTING

SURGICAL

SERIES

-

ZONE

FACTOR

ST9W

(4),

PRODUCTS

SOIL

=

1.5

PROFILE

ENGINEER,

(Sd)

INC.

DES.

JOB

No.

DATE: 6 —

21 — 03

SHEET

2

OF 7 SHEETS

DESIGN

FORMULA

TABLE

FORMULA

(

SECTION

CRITERIA:

32A-1:

16A-Q

16A-K

30A-1: E =

1630A.11:

:

Fe = 4.0

Ca = O.44#Na = 0.44*1.5 = 0.66 ( For

Ia=

<.

Er = Fp

р

Ev = (0.5)Ca*Ip*Wp

Ev = (0.7)Ca*I*Wp

Ca*Ip*Wp

1.5 ( For

Fr = (4.0)(0.66)(1.5)Wp = 3.96

Fp = 3.96Wp/1.4 = 2.83Wp

p*En + Ev

= 1.0

=

(0.5)(0.66)(1.5)Wp = 0.5Wp

=

essential

(FOR

(0.7)(0.66)(1.5)/1.4 = 0.5Wp

facility)

(For

COMPONENT)

=0

Wp

(For

zone 4 &

(For

ASD)

LRFD)

(For

ASD)

LRFD)

ASD)

Sp)

[NET

UPLIFT

FORCE]

LOAD

O)

BY

COMBINATION

κε

COMPARISION

CASE

LOAD,

A

B

COMBINATION

Ev = 0.5DL

Eh = Fo

En

=

A

GOVERNS

Fp

FIROUZI

i

т

CASEI X=73,

O

\

CASE

X=31.5,

Y

SKYTRON SPECTRA

FOR

NEAR

SEISMIC

SOURCE

Z

y

A

—

Y=0,

Z

II

Y=0,

S ) t

m:

CONSULTING

SURGICAL

SERIES - ST9W

ZONE

FACTOR = 1.5

Y

”

X

Z=0

'

x

H

X

Z=41.5

t:

Direct

Momment/bol

t:

tension

Flexual

PRODUCTS

(4),

SIDE

VIEW

——

V

SIDE

VIEW

/bolt

tension/bolt

D

SOIL

2

ENGINEER,

PROFILE

(Sd)

H

—$

V

—

INC.

DES.

FCE

JOB

No.

DATE: 6 —

CASE Vd = 33# Dy = 4.75" Dz = 9" X = 73"

Z

=

Y

=

Ve = 0.50 x 33 = 16.3 He = 2.83 x 33 = 93.3

t=

93.3 Sz = (33 Sy = 93.3 S = (Sy^2+

Total

0

=0"# $' = 0/(5.1х4)=0# Total

0

=3601 {=

3601

CASE Vd = 33# Dy = 4.75"

Dz = 9"

X = 31.5" Z = 41.5" Y=0"

Ve = 0.50x33=16.3# He = 2.83x33=93.34 t=

933

92 = (33

Sy = 93.3 $ = (Sy^2+Sz^2)^0.5 Total

41.5 = 3874 S' = 3874/(51x4)= Total

93.3 x 41,5 = 5428

#=

5428

21 — 03

I

0"

/4=23.3

+16.3)/4=

/4=23.3

Sz^2)^0.5

Mxx

=

Myy

=

"#

(9х2)

II

/4=233#

+16.3 /4=23.3#

Mxx=

"#

Myy=

(9х2)

# #

#

12.3

#

(33

+16.3)x 0 +93.3

(33

+16.3

=200#

)/4 = 12.3

=26.4#

(33

+16.3)x 0 +93.3

190.3

(33 + 16.3

"#

=302

)x

#

SHEET

OF

#

=264#

)х

73

#

31.5

3

7

SHEETS.

+93.3

+

x

х

x

pp

|

S:

t

Cc:

Shear

Flexual

/bolt

compression

/bolt

FIROUZI

SKYTRON

SPECTRA

FOR

1

NEAR

CONSULTING

SURGICAL

SERIES

SEISMIC

SOURCE

-

ZONE

FACTOR

PRODUCTS

ST9W

(4),

=

SOIL

1.5

ENGINEER,

PROFILE

(Sd)

INC.

DES.

JOB

No.

6

DATE:

—

~

21

03

SHEET

of

4

SHEETS

7

CASE

Vd

=

III

33#

Dy = 4.75"

Dz = 9"

xX = 0"

Z

=

0"

Y = 73"

Ve = 0.50x33-163# He = 2.83x33=9334 t=

933

/4=2334 Sz = (33 Sy = 93.3 S = (Sy^2+Sz^2)^0.5

Total S' = 3601 Total t=

0/(9x2)

CASE Vd = 33#

(

Dy = 4.75"

Dz = 9" X = 31.5 x SIN(45) Z = 41.5" Y = 31.5 x COS(45) = 22.3 Ve = 0.50 x 33 = 16.3 He = 2.83 x 33 t=

93.3

Sz = (33 Sy = 93.3

=

($у^2+$2^2)^0.5

Total

Mxx= S' = 4973 Total

Myy=

#=

4973

+163)/4=1234

/4=2334 Mxx= Myy=

(33

/(

5.1 x 4 (33 + 16.3

=0#

IV

=93.3#

/4=23.3#

+163)/4=1234

/4=

23.3

(33 + 16.3

/(

5.1

х4)=

(33 + 16.3

(9х2)

+16.3

}=

176.9

=22.3"

#

ff

=26.4#

244.3

=276#

Dz

=26.4#

)х

73

+93.3х0 = 3601

#

}x 0 +93.3x 0 =0"#

"

)x

22.3

+93.3x

#

)х

22.3 + 93.3 х 41.5 = 4973

41.5

し

] |

<

2

Dy

"#

=4973

"#

4

|

CASE X=0,

_

Υ

O

II

Y=73",

Z=0

x

—

CASE

IV

X=31.5*SIN(45)

Y=31.5*COS(45

Z=41.5

I

C.G

-©

Dz

D

y

H C

G.

ーーーネトー

FIROUZI

SKYTRON

SPECTRA FOR NEAR

SURGICAL

SERIES - ST9W

SEISMIC

SOURCE

CONSULTING

PRODUCTS

ZONE

(4),

FACTOR

SOIL

=

PROFILE

1.5

ENGINEER,

(Sd)

INC.

DES.

FCE

No.

JOB

DATE: 6 —

21 — 03

OF

SHEET

7

SHEETS

CASE

Vd = 334 Dy = 4.75" Dz = 9" X = 73 x SIN(45) = 51.6"

Z

Y = 73 x COS(45) = 51.6" Ve = 0.50 x 33 = 16.3 He = 2.83 x 33 = 93.3

t= Sz = (33 Sy = 93.3 S = (Sy^2+Sz^2)^0.5

Total S' = 2547

Total

t=

CASE Vd = 33# Dy = 4.75" Dz = 9"

X = 41.5"

V

=

0"

93.3

/4=23.3#

+163)

/4=23.3#

Mxx=

/(

Myy=

2547/(9x2)

VI

(33 + 16.3

5.1

x 4

(33 + 16.3

z=0" Y = 315"

#

4=123#

=26.4#

)x

}=

125.1

}x

=141#

51.6

+93.3х0 = 2547

#

51.6 + 93.3

x 0 = 2547

x

"#

«2244

CALA

Y

CASE

V

X=73*SIN(45),

Y=73*COS(45),

CASE Х=41.5 У=31.5

o

Z=0

VI

Ve = 0.50 x 33 = 16.3 He = 2.83 x 33 = 93.3 t= Sz = (33 Sy = 93.3

=

S

Total

S' = 1554/(5.1x4)=76.4# Total

# = 2047

# #

93.3

/4=2334

+163

/4=

(Sy^2TSz^2)^0.5

Mxx=

Myy=

(9х2)

4=123#

23.3

(33

+16.3)x

(33

+16.3)x

=114#

#

=

26.4

#

31.5

41.5

+93.3x 0 =1554"#

+93.3x 0 =2047

"#

(

~

FIROUZI

SKYTRON

SPECTRA FOR NEAR

SURGICAL

SERIES - IN9WEL

SEISMIC

SOURCE

CONSULTING

PRODUCTS

ZONE

FACTOR

(4),

SOIL

=

PROFILE

1.5

ENGINEER,

(Sd)

INC.

DES.

FCE

No.

JOB

DATE: 6 —

21 — 05

OF

SHEET

7

SHEETS

CHECK

ALLOWABLE ALLOWABLE

S= fb = 16.3 / 0.01 = 1331 Fb = 0.75 x 36000 = 27000

fv/Fv + fV/Ft + fb/Fb = 0.17 + 0.13 + 0.05 = 0.34

USE

1/2"

3.14*d

1/2"

DIA.

A307

BOLTS:

TENSION: > 3,000 SHEAR:

3/32 = 3.14

DIA.

A307

=

PSI

THREADED

x(

2,000

0.5

}\3/

PSI

# #

32 = 0.01

RODS

"3

<1.0

OK

FIROUZI

SKYTRON

SPECTRA FOR NEAR

SEISMIC

CONSULTING

SURGICAL

SERIES - ST9W

ZONE

SOURCE

FACTOR = 1.5

PRODUCTS

(4),

SOIL

ENGINEER,

PROFILE

(Sd)

INC.

DES.

FCE

No.

JOB

DATE: 6 —

21 — 05

OF

SHEET

6

7

SHEETS

CASE

Vd

Dy = 4.75"

Dz = 9"

X = 31.5"

Z

=

Y = 41.5" Ve = 0.50 x 33 = 16.3 He = 2.83 x 33 = 93.3 t= Sz = (33 Sy = 93.3 S = (Sy

Total

S' = 2047

Total

t=

CASE Vd = 33# Dy = 4.75" Dz = 9"

xX

= 0 ”

VII

=

334

0"

933

/4=233#

+163)/4=123%

/4=233#

2+Sz

Mxx=

/(5.1

Myy=

1554/(9x2)

VIII

#

2)

0.5 = 26.4

(33 + 16.3

x 4

}=

100.6%

(33

+16.3 x 31.5 + 93.3

=86#

}x

#

41.5

ン

x

—

+93.3 x 0 = 2047

x 0 = 1554

ン

"#

"4

ンン

ング

ググ

1

CASE

ググ

<

。

|

VII

=31.5,

Y=41.5, Z=0

Z = 73"

Y

= 0 "

Ve = 0.50 x 33 = 16.3 He = 2.83 x 33 = 93.3 {=

Sz = (33 Sy = 93.3 S = (Sy Total S' = 6814/(5.1x4)=

Total

=

93.3

/4=23.3#

+16.3)/4= /4=23.3#

2+Sz2)

Mxx=

Myy=

6814/(9x

# #

12.3

#

0.5 = 26.4

(33

+16.3)x 0 +93.3

334.8#

(33

+16.3)x 0 +93.3 x 73 = 6814

2)

=379#

#

x 73 = 6814

GOVERNS

"#

Skytron Spectra User manual

Specifications and Main Features

Frequently Asked Questions

User Manual