Gantry Calculation Note

7/23/2019 Gantry Calculation Note

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CALCULATION NOTE FOR GANTRY

Structure View

List of Profiles

The different

types of profilesthat are used for

the SteelStructure are

listed below:

• IPE 140

• IPE 240

• HEA 240

• CAE 120X10

• CAE 150X12

Materials

Materia

l

Modulus

of

Elasticity,

E (MPa)

Sheer

Modulus,

G (MPa)

Poisso

n

Ratio,

ν

Coecient

of Thermal

Expansion,

α (!"C)

#ei$ht

%ensity

(&'!m)

Elastic

imit

(MPa)

S*+ 210000 81000 0.3 0.00 77.01 275

Loads Cases

! P a e

Case La"el Case #a$e

!"1 !#$! "%$!

% ""1 "&'# "%$!

& (&)!1 (&)! "%$!



The wind load calculation is based on *'S(EN ))((*+%,,-.A/ Eurocode + Actio#s o#

Structures ( Part (*+ Ge#eral Actio#s ( 0i#d Actio#s1

The wind loadin is applied in 2 directions+ at ,0- and 180- anles.

Loads Co$"i#atio#s

Result

Me$"er Sectio# Material La2 La3 Ratio Case

1 ea/1 % &P# 20 S275 17,. 5.8 0.1 5 4%1

2 ea/2 % &P# 20 S275 17,. 5.8 0.2 5 4%1

3 ea/3 % &P# 20 S275 1,1.5, 70,.8 0.,8 5 4%1

ea/ % &P# 20 S275 1,1.5, 70,.8 0.,, 5 4%1

5 ea/5 % &P# 20 S275 21.05 77.,, 0.15 4%2

ea/ % &P# 20 S275 21.05 77.,, 0.7 5 4%1 7 ea/7 % &P# 20 S275 21.05 77.,, 0.08 4%2

8 ea/8 % &P# 20 S275 21.05 77.,, 0.18 5 4%1

10 4olu/n10 % &P# 10 S275 3.58 12.,, 0.0 5 4%1

11 4olu/n11 % &P# 10 S275 3.58 12.,, 0.58 5 4%1

12 4olu/n12 % &P# 10 S275 3.58 12.,, 0.3 5 4%1

13 4olu/n13 % &P# 10 S275 3.58 12.,, 0.53 5 4%1

1 4olu/n1 % &P# 10 S275 3.58 12.,, 0.8 5 4%1

15 4olu/n15 % &P# 10 S275 3.58 12.,, 0.55 5 4%1

1 4olu/n1 % &P# 10 S275 3.58 12.,, 0.7 5 4%1

17 4olu/n17 % &P# 10 S275 3.58 12.,, 0.0 5 4%1

18 4olu/n18 % &P# 10 S275 3.58 12.,, 0.7, 5 4%1

1, 4olu/n1, % 6#$ 20 S275 20.8, 3.,8 0.70 5 4%1

20 4olu/n20 % 6#$ 20 S275 20.8, 3.,8 0.7 5 4%1

21 4olu/n21 % 6#$ 20 S275 20.8, 3.,8 0.0 5 4%1

22 4olu/n22 % 6#$ 20 S275 20.8, 3.,8 0.02 5 4%1

23 ea/23 % &P# 10 S275 3.58 12.,, 0.2, 5 4%1

2 ea/2 % &P# 10 S275 3.58 12.,, 0.7 5 4%1

25 ea/25 % &P# 10 S275 3.58 12.,, 0.30 5 4%1

2 ea/2 % &P# 10 S275 3.58 12.,, 0.5 5 4%1

% ! P a e

Case Na$e Loads a44lied

4o/b1 !"1""1(&)!1,0-% 4o/b2 !"1""1(&)!1180-



27 ea/27 % &P# 10 S275 3.58 12.,, 0.30 5 4%1

28 ea/28 % &P# 10 S275 3.58 12.,, 0.71 5 4%1

2, ea/2, % &P# 10 S275 3.58 12.,, 0.30 5 4%1

30 ea/30 % &P# 10 S275 3.58 12.,, 0.,1 5 4%1

31 ea/31 % &P# 10 S275 3.58 12.,, 0.31 5 4%1

32 ea/32 % &P# 10 S275 3.58 12.,, 0.7 5 4%1

33 ea/33 % &P# 10 S275 3.58 12.,, 0.0 4%2

3 ea/3 % &P# 10 S275 3.58 12.,, 0.31 5 4%1

35 ea/35 % &P# 10 S275 3.58 12.,, 0.1 4%2

3 ea/3 % &P# 10 S275 3.58 12.,, 0.32 5 4%1

37 ea/37 % &P# 10 S275 3.58 12.,, 0.1 4%2

38 ea/38 % &P# 10 S275 3.58 12.,, 0.33 5 4%1

3, ea/3, % &P# 10 S275 3.58 12.,, 0.0 4%2

0 ea/0 % &P# 10 S275 3.58 12.,, 0.35 5 4%1

1 4olu/n1 % &P# 10 S275 3.58 12.,, 0.55 5 4%1

2 4olu/n2 % &P# 10 S275 3.58 12.,, 0.55 5 4%1

3 4olu/n3 % &P# 10 S275 3.58 12.,, 0.5 5 4%1

4olu/n % &P# 10 S275 3.58 12.,, 0.51 5 4%1 5 4olu/n5 % &P# 10 S275 3.58 12.,, 0.1 5 4%1

4olu/n % &P# 10 S275 3.58 12.,, 0.51 5 4%1

7 4olu/n7 % &P# 10 S275 3.58 12.,, 0.7 5 4%1

8 4olu/n8 % &P# 10 S275 3.58 12.,, 0.5 5 4%1

, 4olu/n, % &P# 10 S275 3.58 12.,, 0.7 5 4%1

50 ea/50 % #9$ 15012 S275 52.21 52.21 0.1, 5 4%1

51 ea/51 % #9$ 15012 S275 5,.72 5,.72 0.25 4%2

52 ea/52 % #9$ 15012 S275 5,.72 5,.72 0.31 5 4%1

53 ea/53 % #9$ 15012 S275 5,.72 5,.72 0.2, 5 4%1

5 ea/5 % #9$ 15012 S275 5,.72 5,.72 0.35 5 4%1

55 ea/55%

#9$ 15012 S275 5,.72 5,.72 0.3 5 4%1 5 ea/5 % #9$ 15012 S275 5,.72 5,.72 0.5 5 4%1

57 ea/57 % #9$ 15012 S275 5,.72 5,.72 0.7 5 4%1

58 ea/58 % #9$ 15012 S275 5,.72 5,.72 0.57 5 4%1

5, ea/5, % #9$ 15012 S275 5,.72 5,.72 0.0 5 4%1

0 ea/0 % #9$ 15012 S275 5,.72 5,.72 0.83 5 4%1

1 ea/1 % #9$ 15012 S275 5,.72 5,.72 0.1 5 4%1

2 ea/2 % #9$ 15012 S275 5,.72 5,.72 0.38 5 4%1

3 ea/3 % #9$ 15012 S275 5,.72 5,.72 0.37 5 4%1

ea/ % #9$ 15012 S275 5,.72 5,.72 0.37 5 4%1

5 ea/5 % #9$ 15012 S275 5,.72 5,.72 0.35 5 4%1

ea/ % #9$ 15012 S275 5,.72 5,.72 0.38 5 4%1

7 ea/7 % #9$ 15012 S275 5,.72 5,.72 0.35 5 4%1

8 ea/8 % #9$ 15012 S275 5,.72 5,.72 0.3, 5 4%1

, ea/, % #9$ 15012 S275 5,.72 5,.72 0.35 5 4%1

70 ea/70 % #9$ 15012 S275 5,.72 5,.72 0.33 5 4%1

71 ea/71 % 4$# 12010 S275 75.1 75.1 0.2 5 4%1

72 ea/72 % 4$# 12010 S275 75.1 75.1 0., 5 4%1

73 ea/73 % 4$# 12010 S275 75.1 75.1 0.50 5 4%1

7 ea/7 % 4$# 12010 S275 75.1 75.1 0.50 4%2

& ! P a e



75 ea/75 % 4$# 12010 S275 75.1 75.1 0.50 4%2

7 ea/7 % 4$# 12010 S275 75.1 75.1 0.50 4%2

77 ea/77 % 4$# 12010 S275 75.1 75.1 0.7 5 4%1

78 ea/78 % 4$# 12010 S275 75.1 75.1 0.50 4%2

7, ea/7, % 4$# 12010 S275 75.1 75.1 0.,0 5 4%1

80 ea/80 % 4$# 12010 S275 75.1 75.1 0.8 5 4%1

81 ea/81 % 4$# 12010 S275 75.1 75.1 0. 5 4%1

82 ea/82 % 4$# 12010 S275 75.1 75.1 0.31 4%2

83 ea/83 % 4$# 12010 S275 75.1 75.1 0.8 5 4%1

8 ea/8 % 4$# 12010 S275 75.1 75.1 0.57 5 4%1

85 ea/85 % 4$# 12010 S275 75.1 75.1 0. 5 4%1

8 ea/8 % 4$# 12010 S275 75.1 75.1 0. 5 4%1

87 ea/87 % 4$# 12010 S275 75.1 75.1 0.30 4%2

88 ea/88 % 4$# 12010 S275 75.1 75.1 0.53 5 4%1

8, ea/8, % 4$# 12010 S275 75.1 75.1 0.1 5 4%1

,0 ea/,0 % 4$# 12010 S275 75.1 75.1 0.7 5 4%1

* ! P a e

Gantry Calculation Note

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