Crane Gantry Girder Design: Default exampletumcivil.com/engfanatic/content/file/board/11-31341-666102211.pdfCrane Gantry Girder Design: Default example Ver W2.5.01 - 13 Jul 2010 S05

SheetJob Number

Job Title

Client

Calcs by Checked by Date

Software Consultants (Pty) Ltd

Internet: http://www.prokon.com

E-Mail : [email protected]

11

Crane Gantry 5 t. capacity

SSK 11/8/2010

Crane Gantry Girder Design: Default example S05Ver W2.5.01 - 13 Jul 2010

TITLE : Default example

Data file : Created on: 11/8/2010 19:39:23

INPUT DATA

�

Girder continuous [Y]/N

�

Modulus of Elasticity E (kN/m²)

�

Rail height (mm)

�

Effective length factor typical span

�

Crane step size (m)

�

Dead Load factor

�

Live Load factor

�

Combined Load factor

�

Minimum spacing between cranes (m)

�

Fixity left

�

Fixity right

�

No of output positions /span

�

Y

�

206e6

�

75

�

1

�

0.2

�

1.4

�

1.6

�

1.4

�

0

�

Pinned

�

�

20

�

Dynamic load factors

�

Deflection limits

�

Class

�

Vertical

�

Horizontal

�

surge

�

Misalign-

�

ment

�

Skewing

�

L/d

�

vertical

�

L/d

�

Horizontal

�

1

�

2

�

3

�

4

�

1.10

�

0.00

�

0.05

�

0.20

�

600

�

500

�

1.30

�

0.00

�

0.12

�

0.20

�

600

�

500

�

1.40

�

0.10

�

0.15

�

0.20

�

600

�

500

�

1.50

�

0.10

�

0.20

�

0.20

�

600

�

500

�

Section

�

name

�

Designation

�

h

�

(mm)

�

b

�

top

�

(mm)

�

tf

�

top

�

(mm)

�

b

�

bot

�

(mm)

�

tf

�

bot

�

(mm)

�

tw

�

(mm)

�

r1

�

(mm)

�

r2

�

(mm)

�

ß

�

(°)

�

fy

�

(MPa)

�

1

�

400x200 I1

�

400.0

�

200.0

�

13.0

�

200.0

�

13.0

�

8.0

�

16.0

�

0.0

�

0.0

�

300.0

�

Section

�

name

�

Designation

�

h

�

(mm)

�

b

�

top

�

(mm)

�

tf

�

(mm)

�

tw

�

(mm)

�

r1

�

(mm)

�

r2

�

(mm)

�

ß

�

(°)

�

fy

�

(MPa)

�

1

�

300x90 D1

�

300.0

�

90.0

�

13.0

�

9.0

�

14.0

�

7.0

�

95.0

�

300.0

�

Span

�

no.

�

Section

�

length

�

(m)

�

Main

�

section

�

Capping

�

section

�

1

�

6

�

1

�

1

�

2

�

6

�

1

�

1

�

Crane

�

No.

�

Capacity

�

(t)

�

Class

�

Weight of

�

bridge

�

(kN)

�

Weight of

�

crab

�

(kN)

�

Wheel

�

spacing

�

(m)

�

Maximum

�

wheel load

�

(kN)

�

1

�

2

�

5

�

2

�

30

�

8

�

2.6

�

80

�

�

�

�

�

�

SheetJob Number

Job Title

Client





21


SSK 11/8/2010

CALCULATED SECTION PROPERTIES: All combinations of Main and Capping beam encountered are listed:

Properties for section no 1

Main beam: 400x200 I1 Capping beam: 300x90 D1

Cross sectional area A : 13.2E3 mm² Second Moment of Area about major axis: Ixx : 345E6 mm4 Second Moment of Area about minor axis: Iyy : 81.0E6 mm4 Second Moment of Area Top flange only : Iyt : 71.8E6 mm4 Elastic Section Modulus about major axis top Zxt : 2.43E6 mm3 Elastic Section Modulus about major axis bot Zxb : 1.29E6 mm3 Top Flange Section Modulus about minor axis: Zyt : 508E3 mm3 Plastic Section Modulus about major axis: Zpl : 1.69E6 mm3 Top Flange Plastic Modulus about minor axis: Zpt : 632E3 mm3 Radius of gyration about minor axis: ry : 78.3 mm St. Venant's Torsional constant J : 1.06E6 mm4 Warping Torsional constant Cw : 1.16E12 mm4

Web buckling capacity of this section : 524 kN Maximum applied wheel load : 166 kN OK

Web crippling capacity of this section : 708 kN Maximum applied wheel load : 166 kN OK

DESIGN CHECKS FOR SPAN 1

Flange Class : 1 Web Class : 1 Section Class : 1

Span length : 6.000 m Eff Length : 6.000 m

Vertical forces only with full load factors:

BS 5950 : Part 1 : 1990 4.8.3 a) Local Capacity check

=LccF

Ag Py

Mx

Mcx

My

Mcy. + +

=0.000

13 217.606 0.300

253.237

508.173

0.000

182.838× + +

= 0.4983

OK

SheetJob Number

Job Title

Client





31


SSK 11/8/2010

b) 4.8.3.3 Overall buckling check 4.8.3.3.1 Simplified approach

=ObcF

Ag Pc

m_x Mx

Mb

m_y My

Py Zy. .

. . + +

=0.000

13 217.606 0.300

1.000 253.237

370.988

1.000 0.000

0.300 507.882× ×

× × + +

= 0.6826

OK

4.8.3.3.2 More exact approach

=Obcem_x Mx

Max

m_y My

May

. . +

=1.000 253.237

370.988

1.000 0.000

182.838

× × +

= 0.6826

OK

Combined Vertical & Horizontal forces with combined load factors:


=LccF

Ag Py

Mx

Mcx

My

Mcy. + +

=0.000

13 217.606 0.300

220.767

508.173

6.145

182.838× + +

= 0.4680

OK


=ObcF

Ag Pc

m_x Mx

Mb

m_y My

Py Zy. .

. . + +

=0.000

13 217.606 0.300

1.000 222.040

370.988

1.000 7.306

0.300 507.882× ×

× × + +

= 0.6465

OK 4.8.3.3.2 More exact approach

SheetJob Number

Job Title

Client





41


SSK 11/8/2010

=Obcem_x Mx

Max

m_y My

May

. . +

=1.000 222.040

370.988

1.000 7.306

182.838

× × +

= 0.6385

OK

DEFLECTION CHECKS: At Serviceability Limit State loads with no impact

Vertical Span/deflection ratio L/d = 1091 ³ 600 OK

Horizontal Span/deflection ratio L/d = 6379 ³ 500 OK

DESIGN CHECKS FOR SPAN 2

Flange Class : 1 Web Class : 1 Section Class : 1

Span length : 6.000 m Eff Length : 6.000 m

Vertical forces only with full load factors:


=LccF

Ag Py

Mx

Mcx

My

Mcy. + +

=0.000

13 217.606 0.300

253.237

508.173

0.000

182.838× + +

= 0.4983

OK


=ObcF

Ag Pc

m_x Mx

Mb

m_y My

Py Zy. .

. . + +

=0.000

13 217.606 0.300

1.000 253.237

370.988

1.000 0.000

0.300 507.882× ×

× × + +

= 0.6826

OK

SheetJob Number

Job Title

Client





51


SSK 11/8/2010


=Obcem_x Mx

Max

m_y My

May

. . +

=1.000 253.237

370.988

1.000 0.000

182.838

× × +

= 0.6826

OK

Combined Vertical & Horizontal forces with combined load factors:


=LccF

Ag Py

Mx

Mcx

My

Mcy. + +

=0.000

13 217.606 0.300

220.767

508.173

6.145

182.838× + +

= 0.4680

OK


=ObcF

Ag Pc

m_x Mx

Mb

m_y My

Py Zy. .

. . + +

=0.000

13 217.606 0.300

1.000 222.040

370.988

1.000 7.306

0.300 507.882× ×

× × + +

= 0.6465

OK


=Obcem_x Mx

Max

m_y My

May

. . +

=1.000 222.040

370.988

1.000 7.306

182.838

× × +

= 0.6385

OK

SheetJob Number

Job Title

Client





61


SSK 11/8/2010

DEFLECTION CHECKS: At Serviceability Limit State loads with no impact

Vertical Span/deflection ratio L/d = 1093 ³ 600 OK

Horizontal Span/deflection ratio L/d = 6386 ³ 500 OK

MAXIMUM SUPPORT REACTIONS

Supp no. Rvert (kN) Rhoriz (kN)

1 236.3 5.1 2 321.8 6.8 3 249.3 5.4

VERTICAL MOMENT ,SHEAR FORCE AND DEFLECTION ENVELOPES:

Span Pos. M-Max M-Min V-Max V-Min SLS deflection No. (m) (kNm) (kNm) (kN) (kN) (mm)

1 0.00 0.00 -0.00 242.79 -22.23 0.000 0.12 2.68 -27.57 229.66 -22.41 -0.384 0.24 5.38 -55.12 229.49 -22.58 -0.765 0.36 8.10 -78.04 216.51 -22.76 -1.143 0.48 10.84 -104.01 216.33 -22.93 -1.515 0.60 13.60 -122.37 203.52 -23.11 -1.879 0.72 16.38 -143.46 190.89 -23.28 -2.233 0.84 19.19 -160.71 190.71 -23.45 -2.578 0.96 22.01 -173.60 178.29 -23.63 -2.910 1.08 24.86 -193.21 178.11 -23.80 -3.227 1.20 27.73 -200.13 165.91 -23.98 -3.528 1.32 30.61 -216.70 153.94 -24.15 -3.810 1.44 33.52 -222.93 153.77 -24.33 -4.073 1.56 36.45 -231.39 142.06 -24.50 -4.314 1.68 39.40 -240.42 141.89 -24.67 -4.532 1.80 42.37 -240.80 130.46 -24.85 -4.728 1.92 45.37 -249.49 119.33 -36.12 -4.901 2.04 48.38 -246.09 119.15 -36.29 -5.052 2.16 51.41 -250.39 108.33 -47.42 -5.181 2.28 54.47 -250.38 108.16 -47.60 -5.289 2.40 57.55 -246.70 97.67 -58.42 -5.374 2.52 60.64 -246.98 87.54 -68.90 -5.438 2.64 63.76 -238.70 87.36 -69.08 -5.479 2.76 66.90 -236.19 77.60 -94.02 -5.499 2.88 70.06 -229.01 77.42 -94.19 -5.499 3.00 73.24 -228.55 68.05 -107.32 -5.478 3.12 76.44 -230.77 59.08 -120.30 -5.436 3.24 79.66 -231.94 58.90 -120.48 -5.373 3.36 82.91 -227.35 50.36 -133.29 -5.290 3.48 86.17 -229.82 50.19 -133.47 -5.187 3.60 89.46 -221.44 42.07 -146.10 -5.064 3.72 92.76 -219.06 34.40 -158.52 -4.921 3.84 96.09 -210.41 34.22 -158.70 -4.760 3.96 99.44 -199.89 26.98 -170.90 -4.582 4.08 102.80 -194.50 26.81 -171.08 -4.386 4.20 106.19 -177.36 20.00 -183.04 -4.172 4.32 109.61 -170.64 13.63 -194.75 -3.941 4.44 113.04 -153.87 13.45 -194.92 -3.693 4.56 116.49 -139.10 7.52 -206.35 -3.431 4.68 119.96 -126.27 7.34 -206.53 -3.156 4.80 123.46 -103.49 1.84 -217.66 -2.872

SheetJob Number

Job Title

Client





71


SSK 11/8/2010

VERTICAL MOMENT ,SHEAR FORCE AND DEFLECTION ENVELOPES:

Span Pos. M-Max M-Min V-Max V-Min SLS deflection No. (m) (kNm) (kNm) (kN) (kN) (mm) 1 4.92 126.97 -91.56 -3.23 -228.48 -2.582 5.04 130.51 -68.73 -3.41 -228.65 -2.288 5.16 134.07 -50.03 -8.04 -239.14 -1.990 5.28 137.64 -31.97 -8.22 -239.31 -1.690 5.40 141.24 -5.37 -12.42 -249.45 -1.392 5.52 144.86 10.95 -16.18 -259.21 -1.096 5.64 148.50 37.39 -16.36 -259.38 -0.807 5.76 152.16 59.65 -19.69 -268.76 -0.527 5.88 155.85 80.39 -19.86 -268.94 -0.257 2 6.00 159.55 100.27 277.90 21.07 -0.000 6.12 155.85 80.39 268.94 19.86 -0.255 6.24 152.16 59.65 268.76 19.69 -0.523 6.36 148.50 37.39 259.38 16.36 -0.803 6.48 144.86 10.95 259.21 16.18 -1.090 6.60 141.24 -5.37 249.45 12.42 -1.384 6.72 137.64 -31.97 239.31 8.22 -1.682 6.84 134.07 -50.03 239.14 8.04 -1.980 6.96 130.51 -68.73 228.65 3.41 -2.278 7.08 126.97 -91.56 228.48 3.23 -2.571 7.20 123.46 -103.49 217.66 -1.84 -2.860 7.32 119.96 -126.27 206.53 -7.34 -3.144 7.44 116.49 -139.10 206.35 -7.52 -3.417 7.56 113.04 -153.87 194.92 -13.45 -3.679 7.68 109.61 -170.64 194.75 -13.63 -3.927 7.80 106.19 -177.36 183.04 -20.00 -4.158 7.92 102.80 -194.50 171.08 -26.81 -4.372 8.04 99.44 -199.89 170.90 -26.98 -4.568 8.16 96.09 -210.41 158.70 -34.22 -4.746 8.28 92.76 -219.06 158.52 -34.40 -4.906 8.40 89.46 -221.44 146.10 -42.07 -5.049 8.52 86.17 -229.82 133.47 -50.19 -5.172 8.64 82.91 -227.35 133.29 -50.36 -5.275 8.76 79.66 -231.94 120.48 -58.90 -5.358 8.88 76.44 -230.77 120.30 -59.08 -5.421 9.00 73.24 -228.55 107.32 -68.05 -5.463 9.12 70.06 -229.01 94.19 -77.42 -5.484 9.24 66.90 -236.19 94.02 -77.60 -5.485 9.36 63.76 -238.70 69.08 -87.36 -5.465 9.48 60.64 -246.98 68.90 -87.54 -5.424 9.60 57.55 -246.70 58.42 -97.67 -5.360 9.72 54.47 -250.38 47.60 -108.16 -5.275 9.84 51.41 -250.39 47.42 -108.33 -5.167 9.96 48.38 -246.09 36.29 -119.15 -5.038 10.08 45.37 -249.49 36.12 -119.33 -4.887 10.20 42.37 -240.80 24.85 -130.46 -4.714 10.32 39.40 -240.42 24.67 -141.89 -4.518 10.44 36.45 -231.39 24.50 -142.06 -4.300 10.56 33.52 -222.93 24.33 -153.77 -4.059 10.68 30.61 -216.70 24.15 -153.94 -3.797 10.80 27.73 -200.13 23.98 -165.91 -3.514 10.92 24.86 -193.21 23.80 -178.11 -3.213 11.04 22.01 -173.60 23.63 -178.29 -2.896 11.16 19.19 -160.71 23.45 -190.71 -2.563 11.28 16.38 -143.46 23.28 -190.89 -2.218 11.40 13.60 -122.37 23.11 -203.52 -1.863 11.52 10.84 -104.01 22.93 -216.33 -1.499 11.64 8.10 -78.04 22.76 -216.51 -1.126 11.76 5.38 -55.12 22.58 -229.49 -0.748

SheetJob Number

Job Title

Client





81


SSK 11/8/2010

Span Pos. M-Max M-Min V-Max V-Min SLS deflection No. (m) (kNm) (kNm) (kN) (kN) (mm) 2 11.88 2.68 -27.57 22.41 -229.66 -0.365 11.99 0.13 -1.46 22.24 -242.78 -0.000

HORIZONTAL MOMENT ,SHEAR FORCE AND DEFLECTION ENVELOPES:

Span Pos. M-Max M-Min V-Max V-Min SLS deflection No. (m) (kNm) (kNm) (kN) (kN) (mm)

1 0.00 0.00 -0.00 5.26 -3.16 0.000 0.12 0.38 -0.60 4.98 -3.13 -0.059 0.24 0.75 -1.19 4.98 -3.13 -0.117 0.36 1.11 -1.69 4.70 -3.09 -0.175 0.48 1.48 -2.25 4.70 -3.09 -0.233 0.60 1.83 -2.65 4.42 -3.05 -0.289 0.72 2.16 -3.11 4.15 -3.04 -0.343 0.84 2.52 -3.48 4.15 -3.04 -0.396 0.96 2.83 -3.76 3.88 -3.09 -0.447 1.08 3.19 -4.19 3.88 -3.09 -0.496 1.20 3.48 -4.33 3.61 -3.14 -0.542 1.32 3.75 -4.69 3.35 -3.20 -0.588 1.44 4.09 -4.83 3.35 -3.20 -0.633 1.56 4.33 -5.01 3.26 -3.26 -0.675 1.68 4.66 -5.21 3.26 -3.26 -0.714 1.80 4.87 -5.21 3.32 -3.32 -0.751 1.92 5.07 -5.40 3.39 -3.39 -0.784 2.04 5.37 -5.37 3.39 -3.39 -0.814 2.16 5.72 -5.72 3.46 -3.46 -0.840 2.28 6.07 -6.07 3.46 -3.46 -0.862 2.40 6.43 -6.43 3.54 -3.54 -0.880 2.52 6.78 -6.78 3.62 -3.62 -0.893 2.64 7.13 -7.13 3.62 -3.62 -0.905 2.76 7.12 -7.12 3.70 -3.70 -0.919 2.88 6.74 -6.74 3.70 -3.70 -0.930 3.00 6.61 -6.61 3.79 -3.79 -0.936 3.12 6.76 -6.76 3.89 -3.89 -0.940 3.24 6.82 -6.82 3.89 -3.89 -0.940 3.36 6.73 -6.73 3.99 -3.99 -0.937 3.48 6.97 -6.97 3.99 -3.99 -0.930 3.60 6.82 -6.82 4.09 -4.09 -0.918 3.72 6.93 -6.93 4.20 -4.20 -0.902 3.84 6.85 -6.85 4.20 -4.20 -0.881 3.96 6.70 -6.70 4.31 -4.31 -0.859 4.08 6.82 -6.82 4.31 -4.31 -0.832 4.20 6.53 -6.53 4.42 -4.42 -0.801 4.32 6.59 -6.59 4.54 -4.54 -0.765 4.44 6.38 -6.38 4.54 -4.54 -0.726 4.56 6.19 -6.19 4.66 -4.66 -0.685 4.68 6.18 -6.18 4.66 -4.66 -0.640 4.80 5.77 -5.77 4.77 -4.77 -0.592 4.92 5.80 -5.80 4.89 -4.93 -0.540 5.04 5.47 -5.47 4.89 -4.93 -0.487 5.16 5.24 -5.24 5.01 -5.16 -0.431 5.28 5.12 -5.12 5.01 -5.16 -0.374 5.40 4.63 -4.63 5.12 -5.38 -0.314 5.52 4.61 -4.61 5.24 -5.59 -0.253 5.64 4.21 -4.21 5.24 -5.59 -0.191 5.76 3.93 -3.93 5.35 -5.79 -0.128 5.88 3.75 -3.75 5.35 -5.79 -0.064

SheetJob Number

Job Title

Client





91


SSK 11/8/2010

HORIZONTAL MOMENT ,SHEAR FORCE AND DEFLECTION ENVELOPES:

Span Pos. M-Max M-Min V-Max V-Min SLS deflection No. (m) (kNm) (kNm) (kN) (kN) (mm) 2 6.00 3.36 -3.22 5.99 -5.46 -0.000 6.12 3.75 -3.75 5.79 -5.35 -0.064 6.24 3.93 -3.93 5.79 -5.35 -0.127 6.36 4.21 -4.21 5.59 -5.24 -0.190 6.48 4.61 -4.61 5.59 -5.24 -0.252 6.60 4.63 -4.63 5.38 -5.12 -0.314 6.72 5.12 -5.12 5.16 -5.01 -0.373 6.84 5.24 -5.24 5.16 -5.01 -0.431 6.96 5.47 -5.47 4.93 -4.89 -0.486 7.08 5.80 -5.80 4.93 -4.89 -0.539 7.20 5.77 -5.77 4.77 -4.77 -0.591 7.32 6.18 -6.18 4.66 -4.66 -0.639 7.44 6.19 -6.19 4.66 -4.66 -0.684 7.56 6.38 -6.38 4.54 -4.54 -0.725 7.68 6.59 -6.59 4.54 -4.54 -0.764 7.80 6.53 -6.53 4.42 -4.42 -0.800 7.92 6.82 -6.82 4.31 -4.31 -0.831 8.04 6.70 -6.70 4.31 -4.31 -0.858 8.16 6.85 -6.85 4.20 -4.20 -0.880 8.28 6.93 -6.93 4.20 -4.20 -0.900 8.40 6.82 -6.82 4.09 -4.09 -0.917 8.52 6.97 -6.97 3.99 -3.99 -0.929 8.64 6.73 -6.73 3.99 -3.99 -0.936 8.76 6.82 -6.82 3.89 -3.89 -0.939 8.88 6.76 -6.76 3.89 -3.89 -0.939 9.00 6.61 -6.61 3.79 -3.79 -0.935 9.12 6.74 -6.74 3.70 -3.70 -0.929 9.24 7.12 -7.12 3.70 -3.70 -0.918 9.36 7.13 -7.13 3.62 -3.62 -0.904 9.48 6.78 -6.78 3.62 -3.62 -0.891 9.60 6.43 -6.43 3.54 -3.54 -0.878 9.72 6.07 -6.07 3.46 -3.46 -0.860 9.84 5.72 -5.72 3.46 -3.46 -0.838 9.96 5.37 -5.37 3.39 -3.39 -0.812 10.08 5.07 -5.40 3.39 -3.39 -0.782 10.20 4.87 -5.21 3.32 -3.32 -0.749 10.32 4.66 -5.21 3.26 -3.26 -0.713 10.44 4.33 -5.01 3.26 -3.26 -0.673 10.56 4.09 -4.83 3.20 -3.35 -0.631 10.68 3.75 -4.69 3.20 -3.35 -0.586 10.80 3.48 -4.33 3.14 -3.61 -0.540 10.92 3.19 -4.19 3.09 -3.88 -0.494 11.04 2.83 -3.76 3.09 -3.88 -0.445 11.16 2.52 -3.48 3.04 -4.15 -0.394 11.28 2.16 -3.11 3.04 -4.15 -0.341 11.40 1.83 -2.65 3.05 -4.42 -0.286 11.52 1.48 -2.25 3.09 -4.70 -0.230 11.64 1.11 -1.69 3.09 -4.70 -0.173 11.76 0.75 -1.19 3.13 -4.98 -0.115 11.88 0.38 -0.60 3.13 -4.98 -0.056 11.99 0.02 -0.03 3.16 -5.26 -0.000

SheetJob Number

Job Title

Client





101


SSK 11/8/2010

Vertical Deflections at SLS (Load factor 1.0) (mm) D max = -5.502mm @ 2.82m

-5.50

-5.00

-4.50

-4.00

-3.50

-3.00

-2.50

-2.00

-1.50

-1.00

-.500

.500

1.0

0

2.0

0

3.0

0

4.0

0

5.0

0

6.0

0

7.0

0

8.0

0

9.0

0

10

.0

11

.0

12

.0

De

fle

ctio

n (

mm

)

position (m)

SheetJob Number

Job Title

Client





111


SSK 11/8/2010

Horizontal Deflections at SLS (Load factor 1.0) (mm) D max = -.9406mm @ 3.20m

-.950

-.900

-.850

-.800

-.750

-.700

-.650

-.600

-.550

-.500

-.450

-.400

-.350

-.300

-.250

-.200

-.150

-.100

-.050

.050

.100

1.0

0

2.0

0

3.0

0

4.0

0

5.0

0

6.0

0

7.0

0

8.0

0

9.0

0

10

.0

11

.0

12

.0

De

fle

ctio

n (

mm

)

position (m)

VerticalBending moments at ULS (kNm) M max = -253.2kNm @ 2.10m

-240

-220

-200

-180

-160

-140

-120

-100

-80.0

-60.0

-40.0

-20.0

20.0

40.0

60.0

80.0

100

120

140

160

1.0

0

2.0

0

3.0

0

4.0

0

5.0

0

6.0

0

7.0

0

8.0

0

9.0

0

10

.0

11

.0

12

.0

Be

nd

ing

mo

me

nt

(kN

m)

position (m)

SheetJob Number

Job Title

Client





121


SSK 11/8/2010

HorizontalBending moments at ULS (kNm) M max = -7.306kNm @ 2.70m

-7.00

-6.00

-5.00

-4.00

-3.00

-2.00

-1.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

1.0

0

2.0

0

3.0

0

4.0

0

5.0

0

6.0

0

7.0

0

8.0

0

9.0

0

10

.0

11

.0

12

.0

Be

nd

ing

mo

me

nt

(kN

m)

position (m)

VerticalShear Forces at ULS (kN) V max = -277.9kN @ 6.00m

-260-240-220-200-180-160-140-120-100-80.0-60.0-40.0-20.0

20.040.060.080.0100 120 140 160 180 200 220 240 260 280

1.0

0

2.0

0

3.0

0

4.0

0

5.0

0

6.0

0

7.0

0

8.0

0

9.0

0

10

.0

11

.0

12

.0

Sh

ea

r fo

rce

(kN

)

position (m)

SheetJob Number

Job Title

Client





131


SSK 11/8/2010

HorizontalShear Forces at ULS (kN) V max = 5.986kN @ 5.90m

-5.00

-4.00

-3.00

-2.00

-1.00

1.00

2.00

3.00

4.00

5.00

6.00

1.0

0

2.0

0

3.0

0

4.0

0

5.0

0

6.0

0

7.0

0

8.0

0

9.0

0

10

.0

11

.0

12

.0

Sh

ea

r fo

rce

(kN

)

position (m)

Crane Gantry Girder Design: Default exampletumcivil.com/engfanatic/content/file/board/11-31341-666102211.pdfCrane Gantry Girder Design: Default example Ver W2.5.01 - 13 Jul 2010 S05

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