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#inputs here

250 A b h y

14 3500 250 14 57167 118

1998 9 222 8205786 0

250 93500 250 14 57167 118

14 8998

235

Radius of gyration 63.67 mm

K 1

L 5775 mm

Slndrnss ratio ! KL"r 90.71

# 200000

$% 129.61

&llo'a(l &)ial $om*rssi+ Strss ! ,a for KL"r ! $% 94.08 13.64

bh3/12

/y  ! "mm2

"mm2

"mm2

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#inputs here

125 A b h

12.5 1562.5 125 13 20345

1552.5 7 225 6549609

250 6.9

1562.5 125 13 20345

12.5 4678

235

Radius of gyration 29.52 mm

K 1

L 1200 mm

Slndrnss ratio ! KL"r 40.66

# 200000

$% 129.61

&llo'a(l &)ial $om*rssi+ Strss ! ,a for KL"r ! $% 125.50

&llo'a(l Load 587.01 K

&llo'a(l rti%al Load 480.85 KNat ! 35

1709 mm

! 35

1400 mm Beam Used Depth of Width of Thickness

Section Flange of Flange

250 125 12.5

980 mm

Force Frc!o" #o$! re%&

Tr("$'er$e )*o",-orce 366.25 T 130 T 5

o",!&"()#!ch",- orce 184.5 T 130 T 2

bh3/12

/y  ! "mm2

"mm2

"mm2

ISM 250

8/18/2019 Axial Strength Check_beams

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#inputs here

75 A b h y

9 675 75 9.00 4556 70.5

712.8 5.40 132 1034986 0

150 5.4 ))675 75 9.00 4556 70.5

9 2063

yy

235

Radius of gyration 17.54 mm

K 1

L 1200 mm

Slndrnss ratio ! KL"r 68.42

# 200000

$% 129.61

&llo'a(l &)ial $om*rssi+ Strss ! ,a for KL"r ! $ 109.55 15.89

&llo'a(l Load 225.98 K 23.04

&llo'a(l rti%al Load 185.11 KN 18.87

at ! 35

! 35

Beam Used Depth of Width of Thickness Thickness

Section Flange of Flange of Web

250 125 12.5 6.9

980 mm

Force Frc!o" #o$! re%& #ro'&e

Tr("$'er$e )*o",-orce 366.25 T 130 T 13 8

o",!&"()#!ch",- orce 184.5 T 130 T 3 4

bh3/12

/y  ! "mm2

"mm2

"mm2

ISM 250

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#inputs here

300

280& 9110.6186954

95889261.769

  Radius of gyration 102.59 m

235 10 K 1

L 1080 m

Slndrnss ratio ! KL"r 10.53

# 200000

$% 129.61

&llo'a(l &)ial $om*rssi+ Strss ! ,a for KL"r 138.02

&llo'a(l Load 1257.43

1080 mm &llo'a(l rti%al Load 1257.43 K

! 0 at ! 0

1080 mm

0 mm

m

m

/y  ! "mm2

"

"

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235

& ! 138000

2335340000

1509737020

Radius of gyration 104.60K 1

L 1060

Slndrnss ratio ! KL"r 10.13

# 200000

$% 129.61

&llo'a(l &)ial $om*rssi+ Strss ! ,a for KL"r ! $% 138.14

&llo'a(l Load 19063.82

&llo'a(l rti%al Load 15616.17at ! 35

/y  !

))

!

yy

!

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mm

mm

20.04 KS 1709 mm

! 35

K 1943.30   1400 mm

KN 1591.86 T980 mm

"mm2

mm2

mm4

mm4

"mm2

"mm2