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Job Title Ref

By IWAL Date9/2/2021 Chd

Client Fico Engineering File gnatrylifting_r0.std Date/Time 02-Sep-2021 20:02

Job Information
Engineer Checked Approved

Name: IWAL
Date: 9/2/2021

Project ID
Project Name

Structure Type SPACE FRAME

Number of Nodes 20 Highest Node 30

Number of Elements 30 Highest Beam 49

Number of Basic Load Cases 3

Number of Combination Load Cases 6

Included in this printout are data for:

All The Whole Structure

Included in this printout are results for load cases:

Type L/C Name

Primary 1 D
Primary 2 LF1
Primary 3 LF2
Combination 101 D
Combination 102 D+LF1
Combination 103 D+LF2
Combination 201 1.4D
Combination 202 1.2D+1.6LF1
Combination 203 1.2D+1.6LF2

Nodes
Node X Y Z
(m) (m) (m)
1 0 0 0
2 3.200 0 0
3 0 3.750 0
4 3.200 3.750 0
5 0 6.150 0
6 3.200 6.150 0
9 0 0 4.500
10 3.200 0 4.500
11 0 3.750 4.500
12 3.200 3.750 4.500
13 0 6.150 4.500
14 3.200 6.150 4.500
23 0 5.350 0
24 3.200 5.350 0
25 0 5.350 4.500

Print Time/Date: 02/09/2021 20:07 STAAD.Pro CONNECT Edition 22.04.00.40 Print Run 1 of 5
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Job Title Ref

By IWAL Date9/2/2021 Chd

Client Fico Engineering File gnatrylifting_r0.std Date/Time 02-Sep-2021 20:02

Nodes Cont...
Node X Y Z
(m) (m) (m)
29 0 6.150 3.700
30 3.200 6.150 3.700

Beams
Beam Node A Node B Length Property 
(m) (degrees)
2 3 4 3.200 2 0
4 1 3 3.750 2 0
5 3 23 1.600 2 0
6 2 4 3.750 2 0
7 4 24 1.600 2 0
12 11 12 3.200 2 0
14 9 11 3.750 2 0
15 11 25 1.600 2 0
16 10 12 3.750 2 0
17 12 26 1.600 2 0
21 5 27 0.800 1 0
22 6 28 0.800 1 0
26 13 29 0.800 1 0
27 14 30 0.800 1 0
32 23 5 0.800 2 0
33 24 6 0.800 2 0
34 25 13 0.800 2 0
35 26 14 0.800 2 0
36 27 29 2.900 1 0
37 28 30 2.900 1 0
40 23 27 1.131 1 0
41 25 29 1.131 1 0
42 24 28 1.131 1 0
43 26 30 1.131 1 0
44 27 28 3.200 4 0
45 29 30 3.200 4 0
46 5 6 3.200 2 0
47 13 14 3.200 2 0
48 1 9 4.500 3 0
49 2 10 4.500 3 0

Section Properties
Prop Section Area Iyy Izz J Material
(cm2) (cm4) (cm4) (cm4)
1 H150X150X7X10 39.650 563.000 1.62E+3 11.600 STEEL
2 PIPE 123.115 1.87E+3 1.87E+3 3.73E+3 STEEL
3 H200X200X8X12 63.530 1.6E+3 4.72E+3 26.200 STEEL
4 H200X200X8X12 63.530 1.6E+3 4.72E+3 26.200 STEEL

Print Time/Date: 02/09/2021 20:07 STAAD.Pro CONNECT Edition 22.04.00.40 Print Run 2 of 5
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By IWAL Date9/2/2021 Chd

Client Fico Engineering File gnatrylifting_r0.std Date/Time 02-Sep-2021 20:02

Primary Load Cases

Number Name Type

1 D Dead
2 LF1 Crane Hook
3 LF2 Crane Hook

Combination Load Cases

Comb. Combination L/C Name Primary Primary L/C Name Factor

101 D 1 D 1.00
102 D+LF1 1 D 1.00
2 LF1 1.00
103 D+LF2 1 D 1.00
3 LF2 1.00
201 1.4D 1 D 1.40
202 1.2D+1.6LF1 1 D 1.20
2 LF1 1.60
203 1.2D+1.6LF2 1 D 1.20
3 LF2 1.60

1 D : Beam Loads
Beam Type Direction Fa Da Fb Db Ecc.
(m) (m)
44 CON kN GY -0.500 1.600 - - -
45 CON kN GY -0.500 1.600 - - -

1 D : Selfweight
Direction Factor Assigned Geometry

Y -1.000 2, 4 - 7, 12, 14 - 17, 21, 22, 26, 27, 32 - 37, 40 - 43

2 LF1 : Beam Loads

Beam Type Direction Fa Da Fb Db Ecc.
(m) (m)
44 CON kN GY -50.000 1.600 - - -
CON kN GX 1.000 1.600 - - -
45 CON kN GY -50.000 1.600 - - -
CON kN GX 1.000 1.600 - - -

Print Time/Date: 02/09/2021 20:07 STAAD.Pro CONNECT Edition 22.04.00.40 Print Run 3 of 5
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By IWAL Date9/2/2021 Chd

Client Fico Engineering File gnatrylifting_r0.std Date/Time 02-Sep-2021 20:02

3 LF2 : Beam Loads

Beam Type Direction Fa Da Fb Db Ecc.
(m) (m)
44 CON kN GY -50.000 0.500 - - -
CON kN GX 1.000 0.500 - - -
45 CON kN GY -50.000 0.500 - - -
CON kN GX 1.000 0.500 - - -

Node Displacement Summary

Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
Max X 27 202:1.2D+1.6LF 7.051 -5.456 0.009 8.915 0.005 0.000 -0.000
Min X 24 201:1.4D -0.033 -0.017 -0.214 0.217 0.000 0.000 -0.000
Max Y 1 1:D 0 0 0 0 -0.000 -0.000 0.000
Min Y 27 203:1.2D+1.6LF 6.692 -7.829 0.013 10.299 0.008 0.000 -0.000
Max Z 11 203:1.2D+1.6LF 5.696 -0.108 12.565 13.797 0.001 0.002 -0.001
Min Z 3 203:1.2D+1.6LF 5.696 -0.108 -12.565 13.797 -0.001 -0.002 -0.001
Max rX 5 203:1.2D+1.6LF 6.731 -0.160 -0.025 6.733 0.010 -0.000 -0.000
Min rX 13 203:1.2D+1.6LF 6.731 -0.160 0.025 6.733 -0.010 0.000 -0.000
Max rY 12 203:1.2D+1.6LF 5.696 -0.035 5.408 7.855 0.000 0.002 -0.000
Min rY 4 203:1.2D+1.6LF 5.696 -0.035 -5.408 7.855 -0.000 -0.002 -0.000
Max rZ 4 201:1.4D 0.000 -0.014 -0.363 0.363 -0.000 0.000 0.000
Min rZ 2 202:1.2D+1.6LF 0 0 0 0 -0.002 0.000 -0.002
Max Rst 3 203:1.2D+1.6LF 5.696 -0.108 -12.565 13.797 -0.001 -0.002 -0.001

Beam Maximum Forces by Section Property

Axial Shear Torsion Bending
Section Max Fx Max Fy Max Fz Max Mx Max My Max Mz
(kN) (kN) (kN) (kN-m) (kN-m) (kN-m)
H150X150X7X10 Max +ve 64.01 23.93 0.81 0.00 0.63 0.98
Max -ve -38.28 -0.62 -0.81 -0.00 -0.63 -18.24
PIPE Max +ve 74.65 2.12 37.42 5.21 25.82 4.39
Max -ve -0.18 -4.09 -37.42 -5.21 -25.82 -3.43
H200X200X8X12 Max +ve 0 0.00 0.01 9.97
Max -ve 0 -0.00 -0.00 -0.93
H200X200X8X12 Max +ve 0.80 67.80 0.00 0.03 0.00 0
Max -ve -0.80 -40.30 -0.00 -0.03 -0.00 -64.48

Print Time/Date: 02/09/2021 20:07 STAAD.Pro CONNECT Edition 22.04.00.40 Print Run 4 of 5
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By IWAL Date9/2/2021 Chd

Client Fico Engineering File gnatrylifting_r0.std Date/Time 02-Sep-2021 20:02

Utilization Ratio
Beam Analysis Design Actual Allowable Ratio Clause L/C Ax Iz Iy Ix
Property Property Ratio Ratio (Act./Allow.) (cm2) (cm4) (cm4) (cm4)
2 PIPE PIPE 0.079 1.000 0.079 Eq. H1-1b 103 123.115 1.87E+3 1.87E+3 3.73E+3
4 PIPE PIPE 0.194 1.000 0.194 Eq. H1-1b 103 123.115 1.87E+3 1.87E+3 3.73E+3
5 PIPE PIPE 0.297 1.000 0.297 Eq. H1-1b 103 123.115 1.87E+3 1.87E+3 3.73E+3
6 PIPE PIPE 0.158 1.000 0.158 Eq. H1-1b 102 123.115 1.87E+3 1.87E+3 3.73E+3
7 PIPE PIPE 0.197 1.000 0.197 Eq. H1-1b 102 123.115 1.87E+3 1.87E+3 3.73E+3
12 PIPE PIPE 0.079 1.000 0.079 Eq. H1-1b 103 123.115 1.87E+3 1.87E+3 3.73E+3
14 PIPE PIPE 0.194 1.000 0.194 Eq. H1-1b 103 123.115 1.87E+3 1.87E+3 3.73E+3
15 PIPE PIPE 0.297 1.000 0.297 Eq. H1-1b 103 123.115 1.87E+3 1.87E+3 3.73E+3
16 PIPE PIPE 0.158 1.000 0.158 Eq. H1-1b 102 123.115 1.87E+3 1.87E+3 3.73E+3
17 PIPE PIPE 0.197 1.000 0.197 Eq. H1-1b 102 123.115 1.87E+3 1.87E+3 3.73E+3
21 H150X150X7 H150X150X7 0.350 1.000 0.350 Eq. H1-1b 103 39.650 1.62E+3 563.000 11.600
22 H150X150X7 H150X150X7 0.246 1.000 0.246 Eq. H1-1b 102 39.650 1.62E+3 563.000 11.600
26 H150X150X7 H150X150X7 0.350 1.000 0.350 Eq. H1-1b 103 39.650 1.62E+3 563.000 11.600
27 H150X150X7 H150X150X7 0.246 1.000 0.246 Eq. H1-1b 102 39.650 1.62E+3 563.000 11.600
32 PIPE PIPE 0.288 1.000 0.288 Eq. H1-1b 103 123.115 1.87E+3 1.87E+3 3.73E+3
33 PIPE PIPE 0.192 1.000 0.192 Eq. H1-1b 102 123.115 1.87E+3 1.87E+3 3.73E+3
34 PIPE PIPE 0.288 1.000 0.288 Eq. H1-1b 103 123.115 1.87E+3 1.87E+3 3.73E+3
35 PIPE PIPE 0.192 1.000 0.192 Eq. H1-1b 102 123.115 1.87E+3 1.87E+3 3.73E+3
36 H150X150X7 H150X150X7 0.358 1.000 0.358 Eq. H1-1b 103 39.650 1.62E+3 563.000 11.600
37 H150X150X7 H150X150X7 0.254 1.000 0.254 Eq. H1-1b 102 39.650 1.62E+3 563.000 11.600
40 H150X150X7 H150X150X7 0.076 1.000 0.076 Sec. E1 103 39.650 1.62E+3 563.000 11.600
41 H150X150X7 H150X150X7 0.076 1.000 0.076 Sec. E1 103 39.650 1.62E+3 563.000 11.600
42 H150X150X7 H150X150X7 0.045 1.000 0.045 Sec. E1 102 39.650 1.62E+3 563.000 11.600
43 H150X150X7 H150X150X7 0.045 1.000 0.045 Sec. E1 102 39.650 1.62E+3 563.000 11.600
44 H200X200X8 H200X200X8 0.562 1.000 0.562 Eq. H1-1b 102 63.530 4.72E+3 1.6E+3 26.200
45 H200X200X8 H200X200X8 0.562 1.000 0.562 Eq. H1-1b 102 63.530 4.72E+3 1.6E+3 26.200
46 PIPE PIPE 0.061 1.000 0.061 Eq. H3-1 103 123.115 1.87E+3 1.87E+3 3.73E+3
47 PIPE PIPE 0.061 1.000 0.061 Eq. H3-1 103 123.115 1.87E+3 1.87E+3 3.73E+3
48 H200X200X8 H200X200X8 0.110 1.000 0.110 Eq. H1-1b 103 63.530 4.72E+3 1.6E+3 26.200
49 H200X200X8 H200X200X8 0.067 1.000 0.067 Eq. H1-1b 102 63.530 4.72E+3 1.6E+3 26.200

Reaction Summary
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kN-m) (kN-m) (kN-m)
Max FX 1 201:1.4D 0.09 12.05 0.18 0 0 0
Min FX 2 203:1.2D+1.6LF -0.90 26.01 2.88 0 0 0
Max FY 1 203:1.2D+1.6LF -0.70 74.65 6.16 0 0 0
Min FY 1 1:D 0.06 8.61 0.13 0 0 0
Max FZ 1 203:1.2D+1.6LF -0.70 74.65 6.16 0 0 0
Min FZ 9 203:1.2D+1.6LF -0.70 74.65 -6.16 0 0 0
Max MX 1 1:D 0.06 8.61 0.13 0 0 0
Min MX 1 1:D 0.06 8.61 0.13 0 0 0
Max MY 1 1:D 0.06 8.61 0.13 0 0 0
Min MY 1 1:D 0.06 8.61 0.13 0 0 0
Max MZ 1 1:D 0.06 8.61 0.13 0 0 0
Min MZ 1 1:D 0.06 8.61 0.13 0 0 0

Print Time/Date: 02/09/2021 20:07 STAAD.Pro CONNECT Edition 22.04.00.40 Print Run 5 of 5