Copy of 154473244-Fly-brace-Design.xls

Sheet

S"#D$  S"#D$I I PROJECT

of  

EVERSENDAI ENGINEERING L.L.C.

Job No

Designed by  Ananthi

Date

NAKILAT-SHIPYARD-DEPOT STORES Subject

September 3, 20

STEE T! STEE C!NNECT"!NS

Input nput Data Data::

Checked by Soundar 

#eference

Fly Fly brac racing ing conn connec ecti tion on with with Col Colum umn n C1

( I ). Section Properties: Member ro'ertie s

Column

Brace Units

UA 90 UA 90 UB 1016  30$   90   90  Member 222 6 6 D

9 7 0 .3

90

B

3 00

90

 A  t%

2 8 2 1 0 .6

90 90 1 0 .6

16

6

6

2 1 .1

6

6

r

30

-

-

d

8 6 7 .8

-

-

t! 

Grade o! material

 "

# 3$ $

 Allo%able stress in steel

' /

 "

3&$ 4mm2

 Allo%able stress in %eld

'%

 "

2$0 4mm2

s%5

 "

8 mm

t5

 "

10 mm

De't) +, it/ in ra!ter ! 

D'%

 "

130 mm

De't) +, it/ in ra!ter

D''

"

160 mm

De't) +)itmore section

D'1

"

170 mm

 Area +, it/ in ra!ter a

 A '

"

1300 mm2

 Area +, )itmore section

 A '1

"

1700 mm2

db

 "

 A b5ross

 "

 mm2

 A bnet

 "

 mm2

d)

 "

eld eld si:e bet%een ra!ter an5e ; %eb %it) 5usset 'late Gusset Gusset 'late ()ic*ness ()ic*ness

Diameter o! bolt

Diameter o! bolt )ole Grade o! bolt

18 mm

 "

8. 8

4umber o! bolt ro%s

 "

2

4umber o! bolt columns

nc

 "

1

(otal number o! bolts

nb

 "

2

#'acin5 o! bolt columns

5

 "

0 mm

#'acin5 o! bolt ro%s

'

"

$0 mm

e 4s

"

&0 mm



"

θ

"

4o. o! s)ear 'lanes Buc*lin5 len5t)  An5le o! inclination o! bracin5 !rom )or

Descri'tion

 Allo%able stress +4mm2 #)e #)ear Bear Bearin in5 5

(ensio nsion n

Bolt

3 7$

1 00 0

$60

late

-

$$ 0

-

( II ). !ember Forces:

Fly brace-P6

+Ultimate !orces

"

Web of rafter 

16 mm

nr

d5e distance o! 5usset 'late

Drawings are indicatie

1 13$ mm &$ de5ree

Rafter flange

S"#D$  S"#D$I I PROJECT

Sheet

of  

EVERSENDAI ENGINEERING L.L.C.

Job No

Designed by  Ananthi

Date

NAKILAT-SHIPYARD-DEPOT STORES Subject

September 3, 20

STEE T! STEE C!NNECT"!NS

Descri'tion

Checked by Soundar 

#eference

Bracin5

(ensile (ensile !orce +(

80

*4

Com'ression !orce + C

80

*4

Web of rafter 

S$F"

 

0.76

Rafter flange

Sa%e.

0.68 #)ear ca'acit/ o! one bolt

s

Sa%e.

0.76 Bearin5 ca'acit/ o! one bolt

b

"

 *4

Sa%e.

0.1& (ension ca'acit/ o! 5usset 'late

t

"

 *4

Sa%e.

0.17 Com'ression ca'acit/ o! 5usset 'late

c

"

 *4 *4

Sa%e.

0.&8 Bloc* s)ear ca'acit/ o! 5usset 'late

r

"

 *4 *4

Sa%e.

0.16 (/in5 ca'acit/ o! su''ortin5 column %eb

t%

"

 *4 *4

<

Sa%e.

0.20 >nteraction c)ec* !or %eld bet%een column %eb and 5usset

Fly brace-P6

"

 *4

<

+ (n

$ &0.0 %

<

+ (n

$ &0.0 %

<

+(

$ 80.0 %

<

+C

$ 80.0 %

<

+(

$ 80.0 %

+ =) 

$ $6.6 %

S"#D$  S"#D$I I PROJECT

Sheet EVERSENDAI ENGINEERING L.L.C.

NAKILAT-SHIPYARD-DEPOT STORES Subject

Designed by  Ananthi

Date September 3, 20

STEE T! STEE C!NNECT"!NS

Fly brace-P6

Job No

#eference

Checked by Soundar 

of