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100x100x8 r xx=r yy (cm) 3.07

100x100 r uu (cm) 3.88

8 r v v (cm) 1.95

15.39 20

12.1 8.5

27.6 5.5

7.24 85.8

Ixx=Iyy (cm4) 145.1

Iuu (cm4) 231.8 Near ToHeel(mm)

Near ToToe(mm)

Ivv (cm4) 58.4 100 40 40 60 12

FALSEPack Plate c/c Distance :

Weld Size [mm] Force [Ton]Site Weld Site Weld

Heel Side Heel Side

For Weld Length Calculation :

DOUBLE ROW OF RIVETSLEG SIZE

(mm)

SINGLEROW OFRIVETS

(mm)

PRODUCT OF INERTIA

Ixy (cm4

)

780.00 mm

WEIGHT PER METREw (kg)

CENTRE OF GRAVITY c xx=c yy(mm)

DISTANCE OF EXTREME

FLANGE [e xx=e yy] (cm)

MOMENT OFINERTIA

ROLLED STEEL EQUAL ANGLES [ DIMENSIONS & PROPERTY ]

DESIGNATION

SIZEA x B (mm)

THICKNESSt (mm)

SECTIONAL AREA

a (cm 2)

MAX. RIVETSIZE FOR

DOUBLE ROWOF RIVETS

(mm)

RADII OFGYRATION

MODULUS OF SECTION

Zxx=Zyy (cm3)

RADIUS AT ROOT r 1 (mm)

RADIUS AT TOE

r 2 (mm)

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Shop Wel

Site Weld

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Zxx(cm3) 103.9

Zyy(cm3) 19.4

16.4 10

20.88 5

150 96

75h1

(mm)106.7

9 h 2(mm)

21.7

5.4 b 1(mm) 34.8

2.22 C(mm)

6.9

Ixx (cm4) 779.4 g

(mm)40

Iyy (cm4) 102.3

g1[Min](mm)

55

r xx (cm) 6.11 25

r yy (cm) 2.21

TABLE OF ROLLED STEEL CHANNELS

RADIUS AT TOE

r 2 (mm)SLOPE OF FLANGE

D(degrees)

ISMC150

WEIGHT PER METREw (kg)

SECTIONAL AREAa (cm 2)

DEPTH OF SECTIONh (mm)

DESIGNATION

MOMENT OFINERTIA

RADII OF GYRATION

MODULII OFSECTION

CONNECTIONDETAILS

MAXIMUM SIZE OF FLANGERIVET (mm)

WIDTH OF FLANGEb (mm)

THICKNESS OF FLANGE

tf (mm)THICKNESS OF WEB

tw (mm)CENTRE OF GRAVITY

c yy (cm)

RADIUS AT ROOT

r 1(mm)

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ISMB150

14.9 Zxx (cm 3) 96.9

19 Zyy (cm 3) 13.1

150 9

80 4.5

7.6 98

4.8h1

(mm)113.9

Ixx (cm4) 726.4 h2

(mm)18.05

Iyy (cm4) 52.6 b1

(mm)37.6

r xx (cm) 6.18C

(mm)3.9

r yy (cm) 1.66g

(mm)40

g1[Min]mm

55

12

TABLE OF ROLLED STEEL BEAMS

MODULII OF

SECTION

MAXIMUM SIZE OF FLANGERIVET (mm)

RADIUS AT ROOTr 1 (mm)

RADIUS AT TOEr 2 (mm)

SLOPE OF FLANGED (degrees)

CONNECTIONDETAILS

RADII OF GYRATION

WIDTH OF FLANGEb (mm)

THICKNESS OF FLANGE

tf (mm)

THICKNESS OF WEB

tw (mm)

MOMENT OF INERTIA

DESIGNATIONWEIGHT PER METRE

w (kg)

SECTIONAL AREAa (cm 2)

DEPTH OF SECTIONh (mm)