thk (mm) cg (cm) cg from bl (cm) overall cg (cm)Plate 13.5 620 83.7 0.675 0.675Bulb 11 280 18.9 10.9 12.25 2.81

thk (mm) cg (cm) cg from bl (cm) overall cg (cm)Plate 7 635 44.45 0.35 0.35Bulb 8 120 24 110 110.7 37.98RIDER PLATE 15 20 3 1 13.7

thk (mm) cg (cm) cg from bl (cm) overall cg (cm)Plate 13.50 800.00 108.00 0.68 0.68Flat bar 8.00 180.00 14.40 9.00 10.35 1.81

thk (mm) cg (cm) cg from bl (cm) overall cg (cm)Plate 13.50 620.00 83.70 0.68 0.68

T SECTIONWEB 12.00 260.00 31.20 13.00 14.35FLANGE 20.00 80.00 16.00 1.00 28.35 7.32

1672497561631704.9366

175378517280

101.4921875204

web height (mm)

Area (cm^2)

web height (mm)

Area (cm^2)

web height (mm)

Area (cm^2)

web height (mm)

Area (cm^2)

12.7119375 393.2484591846 50.84775609 2294.23 3445.18 102.60 2687.48 101.25 29.35 26.54276

1.815041666667 62933.77051976730 127657.19 71.45 192360.08 5065.17 14.7 37.97701

1.00 1769.12

16.40 156.33 65.61388.80 1438.22 1931.36 122.40 1594.54 90.93 19.35 17.53676

12.71 3705.42 50.851757.60 3300.77 8182.38

5.33 7083.41 12864.89 130.90 14089.61 639.48 29.35 22.03283

29444661011230312.5 116423730

52672950 1135841.3

second moment of area (cm^4)

second moment of area @ overall cg(cm^4)

Overall moi @ bl (cm^4)

total area (cm^2)

Overall moi @ overall cg (cm^4)

Section modulus (cm^3)

Overall Height (cm)

Ymax (cm)

second moment of area (cm^4)

second moment of area @ overall cg (cm^4)

Overall moi @ bl (cm^4)

total area (cm^2)

Overall moi @ overall cg (cm^4)

Section modulus (cm^3)

Overall Height (cm)

Ymax (cm)

second moment of area (cm^4)

second moment of area @ overall cg (cm^4)

moi @ bl (cm^4)

total area (cm^2)

Overall moi @ overall cg (cm^4)

Section modulus (cm^3)

Overall Height (cm)

Ymax (cm)

second moment of area (cm^4)

second moment of area @ overall cg (cm^4)

moi @ bl (cm^4)

total area (cm^2)

Overall moi @ overall cg (cm^4)

Section modulus (cm^3)

Overall Height (cm)

Ymax (cm)

B1 T1 B2 T2 B3 T320 800 280 15 15 87

type1 type2

SECTION MODULUS section modulus

722.47 740.1356

T2

type 1

B3

B2T3

T1

T2

type 2

B3

B2 T3

T1

type 1

A1 A2 A3 H116000 4200 1305 10

I TOTAL 2.44E+08

NA 56.03811

NA BL 243.9619

A 21505

I NA 1.76E+08

Z 722471.3

type 2

A1 A2 A3 H116000 4200 1305 10

I TOTAL 2.49E+08

B1NA 56.43862

NA BL 243.5614

A 21505

I NA 1.8E+08

Z 740135.6

H2 H3 I BL1 I BL2160 285.9 2133333 1.35E+08

I CG1 533333.3I CG2 27440000ICG3 24468.75

H2 H3 I CG1 I CG2 ICG3 I BL1 I BL2160 292.5 533333.3 27440000 24468.75 2133333 1.35E+08

I BL31.07E+08

I BL31.12E+08

INPUTSb1 800b2 300t1 20t2 15R 39r2 24d 102

SECTION MODULUS OF 'L' SECTION IN XX DIRECTION TYPE 2

Part A*y

1 16000 10 160000 533333 492 3915 151 589208 22224476 923 1194 298 355283 126958 2394 452 291 131665 18207 2325 945 313 295313 17719 254

Total 21602 1268138

Distance of neutral axis from BL (Y) (mm) 58.71

Distance of extreme fibre Y (mm) 261.29Section modulus abot N-N (mm^3) 759209

Area(A)

(mm^2)

Distance of centroid form BL

(y)(mm)

Second moment of inertia about Centriod

(mm)

Distance of centroid to neutral axis

(mm)

t1

dX

Y

B L

N N

1

2

35

4t2 b2

b1

d

1

2

35

4X

Y

N

NL

B

t1

b1

b2

t2

SECTION MODULUS OF 'L' SECTION IN YY DIRECTION TYPE 2

Part A*y

1 16000.00 0.00 0.00 853333333.33 3.142 3915.00 0.00 0.00 73406.25 3.143 1193.99 14.94 17837.53 126958.13 11.804 452.16 21.31 9635.04 18207.36 18.175 945.00 63.00 59535.00 312558.75 59.86

Total 21601.83 67737.49

Distance of neutral axis from BL (Y) (mm) 3.14Distance of extreme fibre Y (mm) 153.14

Section modulus abot N-N (mm^3) 5599134.309

Area(A)

(mm^2)

Distance of centroid form BL

(y)(mm)

Second moment of inertia about Centriod

(mm)

Distance of centroid to neutral axis

(mm)

d

1

2

35

4X

Y

N

NL

B

t1

b1

b2

t2

SECTION MODULUS OF 'L' SECTION IN XX DIRECTION TYPE 2

b2+t1-Y 261.29

3848836055213438682460652445732960886906

198377440

Second moment of inertia about

N-N(mm^4)

t1

dX

Y

B L

N N

1

2

35

4t2 b2

b1

SECTION MODULUS OF 'L' SECTION IN YY DIRECTION TYPE 2

b2+t1-Y 153.14

853490658.1606111901.6686624293314.5808829167539.866762

3699184.394187857427518.94

Second moment of inertia about

N-N(mm^4)

t1

b1

b2

t2

d

1

2

35

4X

Y

N

NL

B

thk (mm) cg (cm) cg from bl (cm) overall cg (cm)Plate 7.00 635.00 44.45 0.35 0.35Bulb 7.00 140.00 12.40 8.31 9.01 2.24

thk (mm) cg (cm) cg from bl (cm) overall cg (cm)Plate 12.00 700.00 84.00 0.60 0.60Bulb 11.00 280.00 42.60 17.40 18.60 7.20RIDER PLATE 15.00 20.00 3.00 1.00 30.20

thk (mm) cg (cm) cg from bl (cm) overall cg (cm)Plate 12.00 620.00 74.40 0.60 0.60Bulb 10.00 220.00 29.00 12.10 13.30 4.16

thk (mm) cg (cm) cg from bl (cm) overall cg (cm)Plate 7.00 700.00 49.00 0.35 0.35Bulb 8.00 120.00 10.50 7.07 7.77 1.66

web height (mm)

Area (cm^2)

web height (mm)

Area (cm^2)

web height (mm)

Area (cm^2)

web height (mm)

Area (cm^2)

1.82 160.41 7.26241.00 809.51 1247.63 56.85 969.92 77.84 14.70

10.08 3671.173330.00 8864.50 129.60 14123.42 588.52 31.20

1.00 1587.74

8.93 952.85 35.71941.00 3362.64 6070.81 103.40 4315.49 226.68 23.20

2.00 86.01 8.00148.00 540.06 781.92 59.50 626.08 56.71 12.70

second moment of area (cm^4)

second moment of area @ overall cg(cm^4)

Overall moi @ bl (cm^4)

total area (cm^2)

Overall moi @ overall cg (cm^4)

Section modulus (cm^3)

Overall Height (cm)

second moment of area (cm^4)

second moment of area @ overall cg (cm^4)

Overall moi @ bl (cm^4)

total area (cm^2)

Overall moi @ overall cg (cm^4)

Section modulus (cm^3)

Overall Height (cm)

second moment of area (cm^4)

second moment of area @ overall cg(cm^4)

Overall moi @ bl (cm^4)

total area (cm^2)

Overall moi @ overall cg (cm^4)

Section modulus (cm^3)

Overall Height (cm)

second moment of area (cm^4)

second moment of area @ overall cg(cm^4)

Overall moi @ bl (cm^4)

total area (cm^2)

Overall moi @ overall cg (cm^4)

Section modulus (cm^3)

Overall Height (cm)

thk (mm) cg (cm) cg from bl (cm) overall cg (cm)Plate 12.00 620.00 74.40 0.60 0.60Bulb 11.00 200.00 27.60 11.60 12.80 3.90

weight 28.3 kg per m

thk (mm) cg (cm) cg from bl (cm) overall cg (cm)Plate 12.00 620.00 74.40 0.60 0.60Flat bar 10.00 80.00 8.00 4.00 5.20 1.05

weight 6.28 kg per m

web height (mm)

Area (cm^2)

web height (mm)

Area (cm^2)

8.93 819.72 35.711090.00 164.00 5611.98 102.00 983.72 56.87 21.20

8.93 23.77 35.7142.67 180.67 258.99 82.40 204.44 25.07 9.20

second moment of area (cm^4)

second moment of area @ overall cg(cm^4)

Overall moi @ bl (cm^4)

total area (cm^2)

Overall moi @ overall cg (cm^4)

Section modulus (cm^3)

Overall Height (cm)

second moment of area (cm^4)

second moment of area @ overall cg (cm^4)

moi @ bl (cm^4)

total area (cm^2)

Overall moi @ overall cg (cm^4)

Section modulus (cm^3)

Overall Height (cm)

thk (mm) cg (cm) cg from bl (cm) overall cg (cm)Plate 10.00 700.00 70.00 0.50 0.50Bulb 11.00 220.00 31.20 13.20 14.20 4.72

thk (mm) cg (cm) cg from bl (cm) overall cg (cm)Plate 10.00 700.00 70.00 0.50 0.50Bulb 10.00 200.00 25.60 11.90 12.90 4.92RIDER PLATE 20.00 30.00 6.00 1.50 22.50

web height (mm)

Area (cm^2)

web height (mm)

Area (cm^2)

5.83 1254.62 23.331500.00 4301.76 7791.17 101.20 5556.38 304.02 23.00

5.83 1375.621020.00 2648.74 101.60 5882.44 308.36 24.00

4.50 1858.07

second moment of area (cm^4)

second moment of area @ overall cg(cm^4)

Overall moi @ bl (cm^4)

total area (cm^2)

Overall moi @ overall cg (cm^4)

Section modulus (cm^3)

Overall Height (cm)

second moment of area (cm^4)

second moment of area @ overall cg (cm^4)

Overall moi @ bl (cm^4)

total area (cm^2)

Overall moi @ overall cg (cm^4)

Section modulus (cm^3)

Overall Height (cm)