section weight of structural steel

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I N D I A N ST A N D A R D SE CT IO N S r ? j ; :

*

* R O U N D S I SS/226/62 (4 2 s )Sq u a r e s I SS/ 1977 S . 44

* H E X A G ON S ISS/ 1977 St 32* O C T A G O N S o f f G r a de

Si z e R o u n d s Sq r s H e x O c t Si z e Ro u n d s Sq r s H e x O c t- K g/m K g/m , K g /m K g /m K g/ m K g/m K g/m K gl m K gTm

5 0 I5 0 20 0 17 0 16 42 10 87 ] 3 885 5 0 19 0 2 4 0 20 0 20 45 12 29 15 90 1 . 77 13 176 0 22 0 2 8 0 24 0 23 47 13 6 1 17 34 1

6 5 0 2 6 0 33 0 2 8 0 27 5 h 15 4 1 19 62 17 0 1 16 2 67 0 30 0 3 8 0 33 0 32 53 17 3 1 2 2 058 0 3 9 0 50 0 4 3 0 42 56 19 34 24 629 0 5 0 0 64 0 55 0 5 3 6010 0 62 0 7 8

.

0 6 8 0 65 631 1 0 7 5 0 95 0 82 0 79 65

0 89 0 98 0 94 67 1 6 6 (I7 I 4 8

14 1 2 1 1 5 4 1 33 1 27

18 2 5 4 50 24

2 0 2 4 7 3 14 63 582 2

ri>2 98 3 80 7 8 50

25 \ 3 85 9 4 98

2 8'

4 83 96 34 122 66

30 5 55 120 84 153 86

3 8 8 904 9 9 86 -

200

M.S Round, square, Hexagon, Octagon.


T l n c KNE s s

N

ULL

:

:

47

'

51

6

9

6

2 3 6

76

1

6

2 0

2 2

2 07

2

6

2 36

2 4 55

2 75

2 95

3

4

3 53

3 9

2

4 3

2

4 9

5 89

7 85

3 2

3

4

3 27

3 52

3 77

4 3

2

4 52

5 02

4 0

4 08

4 7

6 28

_

' l i :

= g I U /

= = ; = g .

^ / ] = = = E = = r g

g : /

/999. ;9.9. I s 8 g = ] =

T }

S 1 V 1 s

M.S Flats


: s B E A M S

D : s i g S i z e W e igh tn a t i o n - x k g /M L b/ f t

I SJB150 150 50 7 1 4 : 7717 5 175 50 8 1 5 44200 200 6 0 9 9 6 652 2 5 22 5 80 12 8 8 60

I S L B7 5 75 50 6 1 4 107 50 100 5 0 8 0 5 3 8125 12 5 7 5 1 1 9 8 00150 150 80 14 2 9 54179 17 5 90 16 7 1 1 2 2200 200 100 1 19 8 13 3 022 5 2 25 100 1 2 3 5 15 7 9250 25 0 125 27 9 18 7 5275 27 5 14 3 3 0 2 2 18300 300 150 1 37 7 25 3 3325 32 5 165 4 3 1 2 8 96350 3 50 165 4 9 5 3 3 2 64 00 4 00 165 56 9 3 8 24450 4 50 170 1 65 3 4 3 88x50 0 500 18 75 0 50 : 40550 550 190 1 86 3 s99600 600 2 10 1 99 5 8 86

I SM B100 100175 11 5 / Y 7 7 3125 1 25 75 13 0 8 74150 150 80L 14 9 10 0 1175 175 90 19 12 97200 200) l Qc 25 4 17 07225 225A 1 1 3 1' 2 20 97250 250 125 37 3 25 07300 300 14 44 2 29 70350

.

350 140 1 52 4 35 2 1400 400 14 0 6 1 6 4 1 40

ISMB


s C H A N N E L S

I SJC10 0 10 0 4 5 5 8 3 9012 5 12 5 50 7 9 5 3 115 0 150 5 5 9 9 6 6 517 5 17 5 6 0 1 1 2 7 5 32 0 0 2 0 0 7 0 14 0 9 4 1

I S L C7 5 7 5 4 0 5 7 3 8310 012 5 12 5 6 5 10 712 5 P 12 5 6 5 1 1 3 7 5915 0 150 7 5 14 4 9 6 815 0 P 15 0 7 5 15 6 10 4 817 5 17 5 7 5 17 62 0 0 2 0 0 7 5 2 0 62 0 0 P 2 0 0 7 5 2 1 52 2 5 2 2 5 9 0 2 4 0 12 5 0 2 5 0 10 0 2 8 0 1830 0 3 0 9 10 0 2 2 2 4 . \300 P 3 0 0 90

.

/ 22 243 5 0 3 50 109 26 144 0 0 4 0 0 10 0 / . 4 5 8

' y 7 8 '

. S M C7 5 7 5 4 0 4 57l po 10 0 50 9 2 6 18125 125 6 5 12 8 8 6015 0 150 7 5 16 11 02175 17 5 7 5 19 : 2 12 902 0 0 20 0 7 5 22 2 14 922 25 225 80 2 6 0 17 472 50 2 50 80 30 4 20 4230 0 30 0 90 3 5 9 2 4 133 50 3 50 10 0 4 2 2 2 8 364 0 0 4 0 0 100 4 9 5 33 26

ISMC


I N D I A N ST ANDA1 D SI C = t O N S

I TG L E S (Eq u a l Si de s )-

t M m hc s,

V e ig ht i n k g p c r m e u e & 1bs pc r f o o t

' ' ' ' ' 5 0 3 15 0 394 0 4 72 0 590

30 30 - 1 4 1 5 1 41 18 x l 18 0 94 1 2 1

3 51 35 - 1 1 6 2 1 2 6 -] 3 8

. 1 3 8 l l 0 8 1 4 1 1 7 5

. I2 6 9

I l b / f t

909 0 ' "1b/ f t

100 100 ] 00 1 100 m l 17 1 1 , 9/ m3 94 1 3 94 1 1 89 l b/ f t

2c50 150 150 150 m r q

5 90 x 5 90

7 1 2 1 ) 1) 2 (X 1 2 ) m ml7 87 x 7 87

M.S Angles (Equal sides)


N D N SN DD S EC I I O N SI SS/ 22 6 /6 2 [4 2 s ) I S 5/ 19 77 S t 0 4 4I SS/ 19 7 7 S t 32 o : r G r a de

A N G L E S (U n e q u a l Si de s ),

n a t i o n S id e s 1n T h1c k n c : s u l m m & in c he s W e i g n i n kg w m e t r e & ]b s pc r f o o t

I SA Eq u i v a l e n t

5 020 30 20 m m 1 1 1 4 1 8 k g/ m

4 0 25 4 0 2 5- 1 5 1 9 2 4 2 8 k gl m

1 5 7 x 0 9 8 1 0 1 1 2 8 1 6 1 1 8 8 ] b l f t4 53 0 4 5 30

- 1 7 2 2 2 8 3 3 k g/ m1 7 7 x 1 18 1 14 1 4 8 1 8 8 2 2 2 l b l f A

5 0 30 5 0 30 m m 1 8 2 4 3 0 3 5 k gl m1 97 x l 18 1 2 1 1 6 1 2 0 1 2 3 5 1b / r t

6 04 0 6 0 4 0- 3 7 4 4 5 8 k gl T

2 3 6 x 1 57 2 4 9 2 9 6 3 90 f lm 1b l f t I ' .

7 04 5 7 0 4 5-

2 7 5 x l 7 7 r U

' " 0 6 5 1 : : x ld s " :9 j 12 2 k 9/ m5 04 8 2 0 l b / f tw m lm 13 0

150 7 5 i I 1 m150 115 150 l 15 m r r B 16 2 20 0 l 2 3 8 29 5 L k g/m

5 90 " x 4 5 3 10 8 9 13 4 4 15 99 nl l b / f t200 100

- e g k g/ ml b/ r t90 17 94 2 1 37 3 1 S l i b / f t

[ 5n c q u a l A n g l e s ' w i t h U n e q u a l T h i c kn e s s (W e i g h t i n k g/ m )

M.S Angles (Unequal sides)


M.S Plates


M.S Plates (Surface Area)


. I A P A S T A N D / I St C n O N S

B L A C K SH E ET S,

(H o A ouc d Si : : : c t s ) ST A N D A R D W E I GM

T hi c k n e s s

W e i f : h t p e r W i d1 iSq M e t r e

K 1Weght i n K i l o g r a m s pe r o n e m e t r e l e n g th

4 00 3 1 4 0 18 84 23 55 2 8 2 6 3 1 4 0 34 54 37 7 8 39 25 4 3 9 6 4 7 103 55 27 90 16 74 20 92 25 11 27 90 30 69 33 4 8 34 87 39 0 6 4 1 84

3 15 10 G 24 7 5 14 85 18 56 22 27 24 75 27 22 29 7 0 3 0 94 34 6 5 37 121

2 80 1 16 2 2 0 0 13 2 0 16 50 19 80 22 00 24 20 2 6 4 0 27 4 0 3 0 80 3 3 0 02 50 12 G 19 0 0 1 1 7 6 14 7 0 17 64 19 60 2 1 56 23 5 3 24 50 27 4 4 2 9 4 0

2 24 13G 17 60 10 5 6 13 20 15 84 17 60 19 22 00 2 4 6 4 2 6 4 0

2 0 0 14 G 15 7 0 9 4 2 1 l 7 7 14 13 15 70 : . . 6 2 2 1 9 8 2 3 55

1 80 15G 14 15 8 4 9 10 6 1 12 7 3 16 9 8 44 19 8 1 2 1 2 2

1 6 0 16 G 12 55 7 5 3 9 4 2 11 30 17 57 18 8 3

1 4 0 17 G 11 0 0 6 60 8 25 9 9 0 13 7 5 15 4 0 16 50

I 2 5 18G 9 80 5 88 7 35 12 2 5 13 7 2 14 7 0

1 12 19 G 8 80 5 2 8 6 60 1 1 00 12 3 2 13 2 0

1 00 2 oG 7 85 4 7 1 k 9 8 1 1o 99 11 7 80 90 2 I G 7 05 4 23 8 8 1 9 89 10 5 80 8i) 22 G I r * t 7 8? 8 82 9 4 50 6 3 24 G 4 9 : 5 45 5 94 6 19 6 9 3 7 4 2

0 50 26G 3 5 1 3 90 4 29 4 6 8 4 87 5 4 6 5 85\. . .0 4 0 2 8G . ' 89 3 15 3 4 7 3 7 8 3 94 3 94 4 7 3

T h , e lg - t h i c k n es s ls c o n s id e r e d a s u n d e r

- = =10 7 85 6 0 4 7 10 1 25 9 8 12 2 50 19 625

2 0 1 57 0 7 0 5 495 1 50 11 775 2 7 5 2 1 587

30 2 355 89 6 280 1 75 13 737 3 00 23 550

4 0 3 14 0 90 7 065 2 00 15 700 4 00 3 1 40 0

50 3 925 1 00 7 850 2 25 17 662 4 50 3 3 325

M.S Sheet

section weight of structural steel

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