Spreader Beam Calc

Simple Spreader Beam Calculation Arrangement

Beam Details

Hook Load = 363.0 kN

Type

SHShf 

Size

25 x 25 x 2

Material

S275

Yield E Slin Lent! =

".#0 $

Hei!t = ".16 $  Anle +deree%, =

60 ea$

Lent! =

".#0 $

1#1.5 kN

1#1.5 kN

Loads

275

N&$$>

205000

N&$$>

Ma%% & $

M

1."1

k&$

'ept!

!

(5

$$

) idt!

*

(5

$$

)e* t!i-kne%%

%

(

$$

Flane t!i-kne%%

t

(

$$

oot radi/%

r

3

$$

'ept! *eteen illet%

d

12

$$

Se-ond Mo$ent o Area +4,

9

1.56

-$"

Se-ond Mo$ent o Area +y4y,

9y

1.56

-$"

adi/% o yration +4,

r 

0.23(

-$

adi/% o yration +y4y,

r y

0.23(

-$

Ela%ti- $od/l/% +4,

?

1.(5

-$3

Slin Load

(02.6 kN

Ela%ti- $od/l/% +y4y,

?y

1.(5

-$3

o$pre%%ion on *ea$

10".# kN

Area o %e-tion

A

1.#

-$(

Slenderne%% ratio

L&r 

515

Slenderne%% ratio

L&r y

515

Sel ei!t o ea$

+ 6.76# k ,

0.013#3(1 kN&$

Beam Stress p -y

# N&$$ (

+or S(75,

p -

# N&$$ (

+or S(75,

endin %tr

1#" N&$$

(

+or S(75,

8 8 :

-

5#(.( N&$$ (

FA9L

-

5#(.( N&$$ (

FA9L

-

(

31.2 N&$$

;ASS

Buckling Load Check 4 Check  4 9deal %tr/t% no e--entri-ity or initial -/r@at/re E/ler ail/re<

4

Fail/re loa

1.37 kN

# N&$$ (

ankine ordon<

4

Fail/re loa

1.3" kN

7 N&$$ (

E/ler ail/re<

y4y

Fail/re loa

1.37 kN

# N&$$ (

+T!eory appli-a*le,

+T!eory appli-a*le,

 AAF15

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