Bracket Design

Design of Bracket Total load acting on a bracket due to to waler beam ( 2WB section ) Section used for waler beam Self weig$t of single section of waler beam Self weig$t of &ombined section of waler beam f

= = = =

=

2UB 610  22!  12"#1 12"#1 kg %m 2"0#2 kg %m 2#"02 k'%m 2"0 *a

610 1#2"1

1#2"1

100 +10

oment = 7 ( 1#2"1  0#100 ) 8( = 0#12" 8 0#,,, = 1#01k'm%m

1#2"1  0#+10 ) 9

.et us *ro/ide c%c s*acing between between bracket as -#0 m # aimum Bending moment for effecti/e lengt$ l = = = =  reuird

=

1#01-  -#0-!!-  1000000 -0-!!-0 'm ' mm -0-!!-0 16"

=

1,2-#,2

2 3S4 +" 5 +" 5 , 

=

11

- m

cm-

or single section

mm-

no of secti

=

22

cm22

or combined section :

1,#2

ok

Provide Bracket @ 3.0 m c/c of spacing . Check for Bolt Connection Total force

=

-0-!!-0 10"! = =

0

2,+0#"6+ ' 2#,+06 k' 10"!

Tension *er Bolt = =

2#,+06 2 1#-"-

k' ,"

;ence