Design Report
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زين ال عابدينDesign Report
Uploaded by
زين ال عابدينDESIGN CALCULATION REPORT
CRANE RUNNER
CODES & STANDARDS:
ASCE 7-05; Minimum Design Load for Building and other Structures.
American Institute of Construction 13th edition (AISC).
MATERIALS USED IN THE STRUCTURE:
Structural Steel S-275-JR.
Connection Bolts Gr.8.8.
Hilti Chemical Bolts HIT-RE 100 + HIT-V (8.8).
Electrodes Exx-70.
Material Properties
The modulus of elasticity of steel – E = 210000 N/mm2
Ultimate Bending stress steel – Po - σ = 275 MPa = 275 N/mm2
Ultimate Tensile Stress steel – Pa = 435 MPa = 435 N/mm2
LOADS & LOAD COMBINATIONS (as per AISC-LRFD):
o CRANE LOADS :
CAPACITY 5 & 3 TON
VERTICAL LOAD 28 & 21 KN
LATERAL SHOCK 5 KN
BREAKING FORCE 3 KN
Own weight of the steel joists and structure as per STAAD self weight.
TEMP LOAD
+25 -2 5 C
STAAD OUTPUT
Job No Sheet No Rev
1
Part
Software licensed to
Job Title Ref
By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Job Information
Engineer Checked Approved
Name:
Date: 03-May-23
Structure Type SPACE FRAME
Number of Nodes 18 Highest Node 34
Number of Elements 16 Highest Beam 29
Number of Basic Load Cases 5
Number of Combination Load Cases 10
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.L
Primary 2 L.L
Primary 15 VAIBRATION
Primary 3 TEMP 25
Primary 4 TEMP -25
Combination 5 GENERATED AISC PUBLIC 1
Combination 6 GENERATED AISC PUBLIC 2
Combination 7 GENERATED AISC PUBLIC 3
Combination 8 GENERATED AISC PUBLIC 4
Combination 9 GENERATED AISC PUBLIC 5
Combination 10 GENERATED AISC GENERAL 1
Combination 11 GENERATED AISC GENERAL 2
Combination 12 GENERATED AISC GENERAL 3
Combination 13 GENERATED AISC GENERAL 4
Combination 14 GENERATED AISC GENERAL 5
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 1 of 31
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By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
1.800m
2.550m
Y
X
Z
Load 12
Whole Structure (Input data was modified after picture taken)
1.800m
2.550m
Y
X
Z
Load 12
Whole Structure (Input data was modified after picture taken)
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 2 of 31
Job No Sheet No Rev
3
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By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
1.800m
2.550m
Y
X
Z
Load 12
Whole Structure (Input data was modified after picture taken)
1.800m
2.550m
Y
X
Z
Load 1
Whole Structure
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 3 of 31
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Nodes
Node X Y Z
(m) (m) (m)
3 15.000 0.000 0.000
4 15.000 7.600 0.000
5 30.000 0.000 0.000
6 30.000 7.600 0.000
10 15.000 7.600 -0.500
11 30.000 7.600 -0.500
14 22.500 7.600 0.000
18 15.000 0.000 10.000
19 15.000 7.600 10.000
21 23.000 0.000 10.000
22 23.000 7.600 10.000
28 15.000 7.600 9.500
29 23.000 7.600 9.500
30 19.000 7.600 10.000
31 22.050 7.600 0.000
32 23.850 7.600 0.000
33 18.360 7.600 10.000
34 20.910 7.600 10.000
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 4 of 31
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5
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Beams
Beam Node A Node B Length Property
(m) (degrees)
2 3 4 7.600 1 0
4 5 6 7.600 1 0
5 4 31 7.050 2 0
9 4 10 0.500 2 0
10 6 11 0.500 2 0
13 14 32 1.350 2 0
16 18 19 7.600 4 0
18 21 22 7.600 4 0
19 19 33 3.360 3 0
23 19 28 0.500 3 0
24 22 29 0.500 3 0
25 30 34 1.910 3 0
26 31 14 0.450 2 0
27 32 6 6.150 2 0
28 33 30 0.640 3 0
29 34 22 2.090 3 0
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 5 of 31
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Section Properties
Prop Section Area Iyy Izz J Material
(cm2) (cm4) (cm4) (cm4)
1 UC254X254X73 93.100 3.91E+3 11.4E+3 57.625 STEEL
2 UB610X229X125 159.000 3.93E+3 98.6E+3 154.200 STEEL
3 UB533X210X82 105.000 2.01E+3 47.5E+3 51.518 STEEL
4 UC203X203X60 76.400 2.06E+3 6.12E+3 47.230 STEEL
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 6 of 31
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Materials
Mat Name E Density
(kN/mm2) (kg/m3) (/°C)
1 STEEL 205.000 0.300 7.83E+3 12E -6
2 STAINLESSSTEEL 197.930 0.300 7.83E+3 18E -6
3 ALUMINUM 68.948 0.330 2.71E+3 23E -6
4 CONCRETE 21.718 0.170 2.4E+3 10E -6
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 7 of 31
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Supports
Node X Y Z rX rY rZ
(N/mm) (N/mm) (N/mm) (kN-m/deg) (kN-m/deg) (kN-m/deg)
3 Fixed Fixed Fixed Fixed Fixed Fixed
5 Fixed Fixed Fixed Fixed Fixed Fixed
10 - - Fixed - - -
11 - - Fixed - - -
18 Fixed Fixed Fixed Fixed Fixed Fixed
21 Fixed Fixed Fixed Fixed Fixed Fixed
28 - - Fixed - - -
29 - - Fixed - - -
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 8 of 31
Job No Sheet No Rev
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Releases
There is no data of this type.
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 9 of 31
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10
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Primary Load Cases
Number Name Type
1 D.L Dead
2 L.L Live
15 VAIBRATION None
3 TEMP 25 Temperature
4 TEMP -25 Temperature
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 10 of 31
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Combination Load Cases
Comb. Combination L/C Name Primary Primary L/C Name Factor
5 GENERATED AISC PUBLIC 1 1 D.L 1.40
6 GENERATED AISC PUBLIC 2 1 D.L 1.20
2 L.L 1.60
3 TEMP 25 1.20
7 GENERATED AISC PUBLIC 3 1 D.L 1.20
2 L.L 0.50
8 GENERATED AISC PUBLIC 4 1 D.L 1.20
9 GENERATED AISC PUBLIC 5 1 D.L 0.90
10 GENERATED AISC GENERAL 1 1 D.L 1.00
11 GENERATED AISC GENERAL 2 1 D.L 1.00
2 L.L 1.00
3 TEMP 25 1.00
12 GENERATED AISC GENERAL 3 1 D.L 1.00
2 L.L 0.75
3 TEMP 25 0.75
13 GENERATED AISC GENERAL 4 1 D.L 1.00
2 L.L 0.75
14 GENERATED AISC GENERAL 5 1 D.L 0.60
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 11 of 31
Job No Sheet No Rev
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Load Generators
There is no data of this type.
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
1 D.L : Selfweight
Direction Factor Assigned Geometry
Y -1.100 2, 4, 5, 9, 10, 13, 16, 18, 19, 23 - 29
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
2 L.L : Node Loads
Node FX FY FZ MX MY MZ
(kN) (kN) (kN) (kNm) (kNm) (kNm)
31 3.000 -28.000 2.800 - - -
32 3.000 -28.000 2.800 - - -
33 2.000 -21.000 2.000 - - -
34 2.000 -21.000 2.000 - - -
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 14 of 31
Job No Sheet No Rev
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
3 TEMP 25 : Temperature Loads
Temperature Dif.
Beam Axial Cross
(°C) (°C)
2 25.000 -
4 25.000 -
5 25.000 -
9 25.000 -
10 25.000 -
13 25.000 -
16 25.000 -
18 25.000 -
19 25.000 -
23 25.000 -
24 25.000 -
25 25.000 -
26 25.000 -
27 25.000 -
28 25.000 -
29 25.000 -
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
4 TEMP -25 : Temperature Loads
Temperature Dif.
Beam Axial Cross
(°C) (°C)
2 -25.000 -
4 -25.000 -
5 -25.000 -
9 -25.000 -
10 -25.000 -
13 -25.000 -
16 -25.000 -
18 -25.000 -
19 -25.000 -
23 -25.000 -
24 -25.000 -
25 -25.000 -
26 -25.000 -
27 -25.000 -
28 -25.000 -
29 -25.000 -
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 16 of 31
Job No Sheet No Rev
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
15 VAIBRATION : Beam Loads
Beam Type Direction Fa Da Fb Db Ecc.
(m) (m)
5 UNI kN/m GY -0.600 - - - -
13 UNI kN/m GY -0.600 - - - -
19 UNI kN/m GY -0.600 0.000 - 3.360 -
25 UNI kN/m GY -0.600 0.000 - 1.910 -
26 UNI kN/m GY -0.600 - - - -
27 UNI kN/m GY -0.600 - - - -
28 UNI kN/m GY -0.600 0.000 - 0.640 -
29 UNI kN/m GY -0.600 0.000 - 1.590 -
UNI kN/m GY -0.600 1.590 - 2.090 -
-28.000 kN
-28.000 kN
2.800 kN
3.000 kN
1.800m
2.800 kN
3.000 kN
-21.000 kN
-21.000 kN
2.000
2.000 kN
kN
2.550m
2.000
2.000 kN
kN
Y
X
Z
Load 2
Whole Structure
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 17 of 31
Job No Sheet No Rev
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
-28.000 kN
-28.000 kN
2.800 kN
3.000 kN
1.800m
2.800 kN
3.000 kN
-21.000 kN
-21.000 kN
2.000
2.000 kN
kN
2.550m
2.000
2.000 kN
kN
Y
X
Z
Load 2
Whole Structure
1.800m
2.550m
Y
X
Z
Load 3
Whole Structure
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 18 of 31
Job No Sheet No Rev
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Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Node Displacements
Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
3 1:D.L 0.000 0.000 0.000 0.000 0.000 0.000 0.000
2:L.L 0.000 0.000 0.000 0.000 0.000 0.000 0.000
15:VAIBRATION 0.000 0.000 0.000 0.000 0.000 0.000 0.000
3:TEMP 25 0.000 0.000 0.000 0.000 0.000 0.000 0.000
4:TEMP -25 0.000 0.000 0.000 0.000 0.000 0.000 0.000
5:GENERATED AISC 0.000
PUBLIC 1 0.000 0.000 0.000 0.000 0.000 0.000
6:GENERATED AISC 0.000
PUBLIC 2 0.000 0.000 0.000 0.000 0.000 0.000
7:GENERATED AISC 0.000
PUBLIC 3 0.000 0.000 0.000 0.000 0.000 0.000
8:GENERATED AISC 0.000
PUBLIC 4 0.000 0.000 0.000 0.000 0.000 0.000
9:GENERATED AISC 0.000
PUBLIC 5 0.000 0.000 0.000 0.000 0.000 0.000
10:GENERATED AISC0.000
GENERAL0.000
1 0.000 0.000 0.000 0.000 0.000
11:GENERATED AISC0.000
GENERAL 0.000
2 0.000 0.000 0.000 0.000 0.000
12:GENERATED AISC0.000
GENERAL0.000
3 0.000 0.000 0.000 0.000 0.000
13:GENERATED AISC0.000
GENERAL0.000
4 0.000 0.000 0.000 0.000 0.000
14:GENERATED AISC0.000
GENERAL0.000
5 0.000 0.000 0.000 0.000 0.000
4 1:D.L 0.004 -0.055 -0.000 0.055 -0.000 -0.000 -0.001
2:L.L 5.102 -0.099 0.000 5.103 0.000 -0.009 -0.003
15:VAIBRATION 0.002 -0.018 0.000 0.018 0.000 0.000 -0.000
3:TEMP 25 -2.248 2.280 0.150 3.205 0.000 -0.000 0.000
4:TEMP -25 2.248 -2.280 -0.150 3.205 -0.000 0.000 -0.000
5:GENERATED AISC 0.005
PUBLIC 1 -0.077 -0.000 0.077 -0.000 -0.000 -0.001
6:GENERATED AISC 5.471
PUBLIC 2 2.512 0.181 6.023 -0.000 -0.015 -0.005
7:GENERATED AISC 2.555
PUBLIC 3 -0.115 0.000 2.558 -0.000 -0.005 -0.002
8:GENERATED AISC 0.004
PUBLIC 4 -0.066 -0.000 0.066 -0.000 -0.000 -0.001
9:GENERATED AISC 0.003
PUBLIC 5 -0.049 -0.000 0.049 -0.000 -0.000 -0.001
10:GENERATED AISC0.004
GENERAL-0.055
1 -0.000 0.055 -0.000 -0.000 -0.001
11:GENERATED AISC2.858
GENERAL 2.126
2 0.150 3.566 -0.000 -0.009 -0.003
12:GENERATED AISC2.144
GENERAL1.581
3 0.113 2.667 -0.000 -0.007 -0.003
13:GENERATED AISC3.830
GENERAL-0.129
4 0.000 3.832 -0.000 -0.007 -0.003
14:GENERATED AISC0.002
GENERAL-0.033
5 -0.000 0.033 -0.000 -0.000 -0.000
5 1:D.L 0.000 0.000 0.000 0.000 0.000 0.000 0.000
2:L.L 0.000 0.000 0.000 0.000 0.000 0.000 0.000
15:VAIBRATION 0.000 0.000 0.000 0.000 0.000 0.000 0.000
3:TEMP 25 0.000 0.000 0.000 0.000 0.000 0.000 0.000
4:TEMP -25 0.000 0.000 0.000 0.000 0.000 0.000 0.000
5:GENERATED AISC 0.000
PUBLIC 1 0.000 0.000 0.000 0.000 0.000 0.000
6:GENERATED AISC 0.000
PUBLIC 2 0.000 0.000 0.000 0.000 0.000 0.000
7:GENERATED AISC 0.000
PUBLIC 3 0.000 0.000 0.000 0.000 0.000 0.000
8:GENERATED AISC 0.000
PUBLIC 4 0.000 0.000 0.000 0.000 0.000 0.000
9:GENERATED AISC 0.000
PUBLIC 5 0.000 0.000 0.000 0.000 0.000 0.000
10:GENERATED AISC0.000
GENERAL0.000
1 0.000 0.000 0.000 0.000 0.000
11:GENERATED AISC0.000
GENERAL 0.000
2 0.000 0.000 0.000 0.000 0.000
12:GENERATED AISC0.000
GENERAL0.000
3 0.000 0.000 0.000 0.000 0.000
13:GENERATED AISC0.000
GENERAL0.000
4 0.000 0.000 0.000 0.000 0.000
14:GENERATED AISC0.000
GENERAL0.000
5 0.000 0.000 0.000 0.000 0.000
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Job No Sheet No Rev
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By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Node Displacements Cont...
Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
6 1:D.L -0.004 -0.055 -0.000 0.055 -0.000 -0.000 0.001
2:L.L 5.074 -0.124 0.000 5.076 0.000 0.010 0.003
15:VAIBRATION -0.002 -0.018 -0.000 0.018 -0.000 -0.000 0.000
3:TEMP 25 2.248 2.280 0.150 3.205 0.000 0.000 -0.000
4:TEMP -25 -2.248 -2.280 -0.150 3.205 -0.000 -0.000 0.000
5:GENERATED AISC-0.005
PUBLIC 1 -0.077 -0.000 0.077 -0.000 -0.000 0.001
6:GENERATED AISC10.812
PUBLIC 2 2.472 0.181 11.092 -0.000 0.016 0.005
7:GENERATED AISC 2.533
PUBLIC 3 -0.128 0.000 2.536 -0.000 0.005 0.002
8:GENERATED AISC-0.004
PUBLIC 4 -0.066 -0.000 0.066 -0.000 -0.000 0.001
9:GENERATED AISC-0.003
PUBLIC 5 -0.049 -0.000 0.049 -0.000 -0.000 0.001
10:GENERATED AISC
-0.004
GENERAL-0.055
1 -0.000 0.055 -0.000 -0.000 0.001
11:GENERATED AISC7.318
GENERAL 2.101
2 0.150 7.615 -0.000 0.010 0.003
12:GENERATED AISC5.488
GENERAL1.562
3 0.113 5.707 -0.000 0.007 0.002
13:GENERATED AISC3.802
GENERAL-0.148
4 0.000 3.805 -0.000 0.007 0.003
14:GENERATED AISC
-0.002
GENERAL-0.033
5 -0.000 0.033 -0.000 -0.000 0.000
10 1:D.L 0.004 -0.075 0.000 0.075 -0.000 -0.000 -0.001
2:L.L 9.782 -0.099 0.000 9.782 0.000 -0.009 -0.003
15:VAIBRATION 0.002 -0.018 0.000 0.018 0.000 0.000 -0.000
3:TEMP 25 -2.248 2.295 0.000 3.212 0.000 -0.000 0.000
4:TEMP -25 2.248 -2.295 0.000 3.212 -0.000 0.000 -0.000
5:GENERATED AISC 0.005
PUBLIC 1 -0.105 0.000 0.105 -0.000 -0.000 -0.001
6:GENERATED AISC12.958
PUBLIC 2 2.506 0.000 13.198 -0.000 -0.015 -0.005
7:GENERATED AISC 4.895
PUBLIC 3 -0.139 0.000 4.897 -0.000 -0.005 -0.002
8:GENERATED AISC 0.004
PUBLIC 4 -0.090 0.000 0.090 -0.000 -0.000 -0.001
9:GENERATED AISC 0.003
PUBLIC 5 -0.068 0.000 0.068 -0.000 -0.000 -0.001
10:GENERATED AISC0.004
GENERAL-0.075
1 0.000 0.075 -0.000 -0.000 -0.001
11:GENERATED AISC7.538
GENERAL 2.121
2 0.000 7.831 -0.000 -0.009 -0.003
12:GENERATED AISC5.654
GENERAL1.572
3 0.000 5.869 -0.000 -0.007 -0.003
13:GENERATED AISC7.340
GENERAL-0.149
4 0.000 7.341 -0.000 -0.007 -0.003
14:GENERATED AISC0.002
GENERAL-0.045
5 0.000 0.045 -0.000 -0.000 -0.000
11 1:D.L -0.004 -0.075 0.000 0.075 -0.000 -0.000 0.001
2:L.L 0.208 -0.124 0.000 0.243 0.000 0.010 0.003
15:VAIBRATION -0.002 -0.018 0.000 0.018 -0.000 -0.000 0.000
3:TEMP 25 2.248 2.295 0.000 3.212 0.000 0.000 -0.000
4:TEMP -25 -2.248 -2.295 0.000 3.212 -0.000 -0.000 0.000
5:GENERATED AISC-0.005
PUBLIC 1 -0.105 0.000 0.105 -0.000 -0.000 0.001
6:GENERATED AISC 3.026
PUBLIC 2 2.465 0.000 3.903 -0.000 0.016 0.005
7:GENERATED AISC 0.100
PUBLIC 3 -0.152 0.000 0.182 -0.000 0.005 0.002
8:GENERATED AISC-0.004
PUBLIC 4 -0.090 0.000 0.090 -0.000 -0.000 0.001
9:GENERATED AISC-0.003
PUBLIC 5 -0.068 0.000 0.068 -0.000 -0.000 0.001
10:GENERATED AISC
-0.004
GENERAL-0.075
1 0.000 0.075 -0.000 -0.000 0.001
11:GENERATED AISC2.452
GENERAL 2.096
2 0.000 3.226 -0.000 0.010 0.003
12:GENERATED AISC1.838
GENERAL1.553
3 0.000 2.407 -0.000 0.007 0.002
13:GENERATED AISC0.153
GENERAL-0.168
4 0.000 0.227 -0.000 0.007 0.003
14:GENERATED AISC
-0.002
GENERAL-0.045
5 0.000 0.045 -0.000 -0.000 0.000
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 20 of 31
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By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Node Displacements Cont...
Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
14 1:D.L -0.000 -3.420 -0.000 3.420 -0.000 0.000 -0.000
2:L.L 5.094 -14.988 47.458 50.029 0.000 -0.000 -0.000
15:VAIBRATION 0.000 -1.521 -0.000 1.521 -0.000 0.000 -0.000
3:TEMP 25 -0.000 2.790 0.150 2.794 0.000 -0.000 0.000
4:TEMP -25 0.000 -2.790 -0.150 2.794 -0.000 0.000 -0.000
5:GENERATED AISC-0.000
PUBLIC 1 -4.788 -0.000 4.788 -0.000 0.000 -0.000
6:GENERATED AISC 8.151
PUBLIC 2-24.736 76.113 80.446 -0.000 -0.000 -0.000
7:GENERATED AISC 2.547
PUBLIC 3 -11.598 23.729 26.534 -0.000 -0.000 -0.000
8:GENERATED AISC-0.000
PUBLIC 4 -4.104 -0.000 4.104 -0.000 0.000 -0.000
9:GENERATED AISC-0.000
PUBLIC 5 -3.078 -0.000 3.078 -0.000 0.000 -0.000
10:GENERATED AISC
-0.000
GENERAL-3.420
1 -0.000 3.420 -0.000 0.000 -0.000
11:GENERATED AISC5.094
GENERAL-15.618
2 47.608 50.363 -0.000 -0.000 -0.000
12:GENERATED AISC3.821
GENERAL
-12.568
3 35.706 38.046 -0.000 -0.000 -0.000
13:GENERATED AISC3.821
GENERAL
-14.661
4 35.594 38.684 -0.000 -0.000 -0.000
14:GENERATED AISC
-0.000
GENERAL-2.052
5 -0.000 2.052 -0.000 0.000 -0.000
18 1:D.L 0.000 0.000 0.000 0.000 0.000 0.000 0.000
2:L.L 0.000 0.000 0.000 0.000 0.000 0.000 0.000
15:VAIBRATION 0.000 0.000 0.000 0.000 0.000 0.000 0.000
3:TEMP 25 0.000 0.000 0.000 0.000 0.000 0.000 0.000
4:TEMP -25 0.000 0.000 0.000 0.000 0.000 0.000 0.000
5:GENERATED AISC 0.000
PUBLIC 1 0.000 0.000 0.000 0.000 0.000 0.000
6:GENERATED AISC 0.000
PUBLIC 2 0.000 0.000 0.000 0.000 0.000 0.000
7:GENERATED AISC 0.000
PUBLIC 3 0.000 0.000 0.000 0.000 0.000 0.000
8:GENERATED AISC 0.000
PUBLIC 4 0.000 0.000 0.000 0.000 0.000 0.000
9:GENERATED AISC 0.000
PUBLIC 5 0.000 0.000 0.000 0.000 0.000 0.000
10:GENERATED AISC0.000
GENERAL0.000
1 0.000 0.000 0.000 0.000 0.000
11:GENERATED AISC0.000
GENERAL 0.000
2 0.000 0.000 0.000 0.000 0.000
12:GENERATED AISC0.000
GENERAL0.000
3 0.000 0.000 0.000 0.000 0.000
13:GENERATED AISC0.000
GENERAL0.000
4 0.000 0.000 0.000 0.000 0.000
14:GENERATED AISC0.000
GENERAL0.000
5 0.000 0.000 0.000 0.000 0.000
19 1:D.L 0.000 -0.031 -0.000 0.031 -0.000 0.000 -0.000
2:L.L 6.132 -0.077 0.000 6.132 0.000 -0.003 -0.001
15:VAIBRATION 0.000 -0.012 -0.000 0.012 -0.000 0.000 -0.000
3:TEMP 25 -1.199 2.280 0.150 2.581 0.000 0.000 0.000
4:TEMP -25 1.199 -2.280 -0.150 2.581 -0.000 -0.000 -0.000
5:GENERATED AISC 0.001
PUBLIC 1 -0.044 -0.000 0.044 -0.000 0.000 -0.000
6:GENERATED AISC 8.372
PUBLIC 2 2.576 0.181 8.762 -0.000 -0.005 -0.002
7:GENERATED AISC 3.066
PUBLIC 3 -0.076 0.000 3.067 -0.000 -0.002 -0.001
8:GENERATED AISC 0.000
PUBLIC 4 -0.038 -0.000 0.038 -0.000 0.000 -0.000
9:GENERATED AISC 0.000
PUBLIC 5 -0.028 -0.000 0.028 -0.000 0.000 -0.000
10:GENERATED AISC0.000
GENERAL-0.031
1 -0.000 0.031 -0.000 0.000 -0.000
11:GENERATED AISC4.933
GENERAL 2.172
2 0.150 5.392 -0.000 -0.003 -0.001
12:GENERATED AISC3.700
GENERAL1.621
3 0.113 4.041 -0.000 -0.002 -0.001
13:GENERATED AISC4.599
GENERAL-0.089
4 0.000 4.600 -0.000 -0.002 -0.001
14:GENERATED AISC0.000
GENERAL-0.019
5 -0.000 0.019 -0.000 0.000 -0.000
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 21 of 31
Job No Sheet No Rev
22
Part
Software licensed to
Job Title Ref
By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Node Displacements Cont...
Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
21 1:D.L 0.000 0.000 0.000 0.000 0.000 0.000 0.000
2:L.L 0.000 0.000 0.000 0.000 0.000 0.000 0.000
15:VAIBRATION 0.000 0.000 0.000 0.000 0.000 0.000 0.000
3:TEMP 25 0.000 0.000 0.000 0.000 0.000 0.000 0.000
4:TEMP -25 0.000 0.000 0.000 0.000 0.000 0.000 0.000
5:GENERATED AISC 0.000
PUBLIC 1 0.000 0.000 0.000 0.000 0.000 0.000
6:GENERATED AISC 0.000
PUBLIC 2 0.000 0.000 0.000 0.000 0.000 0.000
7:GENERATED AISC 0.000
PUBLIC 3 0.000 0.000 0.000 0.000 0.000 0.000
8:GENERATED AISC 0.000
PUBLIC 4 0.000 0.000 0.000 0.000 0.000 0.000
9:GENERATED AISC 0.000
PUBLIC 5 0.000 0.000 0.000 0.000 0.000 0.000
10:GENERATED AISC0.000
GENERAL0.000
1 0.000 0.000 0.000 0.000 0.000
11:GENERATED AISC0.000
GENERAL 0.000
2 0.000 0.000 0.000 0.000 0.000
12:GENERATED AISC0.000
GENERAL0.000
3 0.000 0.000 0.000 0.000 0.000
13:GENERATED AISC0.000
GENERAL0.000
4 0.000 0.000 0.000 0.000 0.000
14:GENERATED AISC0.000
GENERAL0.000
5 0.000 0.000 0.000 0.000 0.000
22 1:D.L -0.000 -0.031 -0.000 0.031 -0.000 0.000 0.000
2:L.L 6.128 -0.127 0.001 6.129 0.000 0.004 0.001
15:VAIBRATION -0.000 -0.012 -0.000 0.012 -0.000 0.000 0.000
3:TEMP 25 1.199 2.280 0.150 2.581 0.000 -0.000 -0.000
4:TEMP -25 -1.199 -2.280 -0.150 2.581 -0.000 0.000 0.000
5:GENERATED AISC-0.001
PUBLIC 1 -0.044 -0.000 0.044 -0.000 0.000 0.000
6:GENERATED AISC11.243
PUBLIC 2 2.495 0.181 11.518 -0.000 0.006 0.002
7:GENERATED AISC 3.063
PUBLIC 3 -0.101 0.000 3.065 -0.000 0.002 0.001
8:GENERATED AISC-0.000
PUBLIC 4 -0.038 -0.000 0.038 -0.000 0.000 0.000
9:GENERATED AISC-0.000
PUBLIC 5 -0.028 -0.000 0.028 -0.000 0.000 0.000
10:GENERATED AISC
-0.000
GENERAL-0.031
1 -0.000 0.031 -0.000 0.000 0.000
11:GENERATED AISC7.327
GENERAL 2.122
2 0.151 7.629 -0.000 0.004 0.001
12:GENERATED AISC5.495
GENERAL1.583
3 0.113 5.719 -0.000 0.003 0.001
13:GENERATED AISC4.595
GENERAL-0.127
4 0.000 4.597 -0.000 0.003 0.001
14:GENERATED AISC
-0.000
GENERAL-0.019
5 -0.000 0.019 -0.000 0.000 0.000
28 1:D.L 0.000 -0.057 0.000 0.057 -0.000 0.000 -0.000
2:L.L 7.751 -0.077 0.000 7.751 0.000 -0.003 -0.001
15:VAIBRATION 0.000 -0.012 0.000 0.012 -0.000 0.000 -0.000
3:TEMP 25 -1.199 2.295 0.000 2.589 0.000 0.000 0.000
4:TEMP -25 1.199 -2.295 0.000 2.589 -0.000 -0.000 -0.000
5:GENERATED AISC 0.001
PUBLIC 1 -0.079 0.000 0.079 -0.000 0.000 -0.000
6:GENERATED AISC10.962
PUBLIC 2 2.563 0.000 11.258 -0.000 -0.005 -0.002
7:GENERATED AISC 3.876
PUBLIC 3 -0.106 0.000 3.877 -0.000 -0.002 -0.001
8:GENERATED AISC 0.000
PUBLIC 4 -0.068 0.000 0.068 -0.000 0.000 -0.000
9:GENERATED AISC 0.000
PUBLIC 5 -0.051 0.000 0.051 -0.000 0.000 -0.000
10:GENERATED AISC0.000
GENERAL-0.057
1 0.000 0.057 -0.000 0.000 -0.000
11:GENERATED AISC6.552
GENERAL 2.162
2 0.000 6.899 -0.000 -0.003 -0.001
12:GENERATED AISC4.914
GENERAL1.607
3 0.000 5.170 -0.000 -0.002 -0.001
13:GENERATED AISC5.813
GENERAL-0.114
4 0.000 5.814 -0.000 -0.002 -0.001
14:GENERATED AISC0.000
GENERAL-0.034
5 0.000 0.034 -0.000 0.000 -0.000
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 22 of 31
Job No Sheet No Rev
23
Part
Software licensed to
Job Title Ref
By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Node Displacements Cont...
Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
29 1:D.L -0.000 -0.057 0.000 0.057 -0.000 0.000 0.000
2:L.L 4.372 -0.127 0.000 4.373 0.000 0.004 0.001
15:VAIBRATION -0.000 -0.012 0.000 0.012 -0.000 -0.000 0.000
3:TEMP 25 1.199 2.295 0.000 2.589 0.000 -0.000 -0.000
4:TEMP -25 -1.199 -2.295 0.000 2.589 -0.000 0.000 0.000
5:GENERATED AISC-0.001
PUBLIC 1 -0.079 0.000 0.079 -0.000 0.000 0.000
6:GENERATED AISC 8.433
PUBLIC 2 2.482 0.000 8.791 -0.000 0.006 0.002
7:GENERATED AISC 2.185
PUBLIC 3 -0.132 0.000 2.189 -0.000 0.002 0.001
8:GENERATED AISC-0.000
PUBLIC 4 -0.068 0.000 0.068 -0.000 0.000 0.000
9:GENERATED AISC-0.000
PUBLIC 5 -0.051 0.000 0.051 -0.000 0.000 0.000
10:GENERATED AISC
-0.000
GENERAL-0.057
1 0.000 0.057 -0.000 0.000 0.000
11:GENERATED AISC5.571
GENERAL 2.111
2 0.000 5.957 -0.000 0.004 0.001
12:GENERATED AISC4.178
GENERAL1.569
3 0.000 4.463 -0.000 0.003 0.001
13:GENERATED AISC3.278
GENERAL-0.152
4 0.000 3.282 -0.000 0.003 0.001
14:GENERATED AISC
-0.000
GENERAL-0.034
5 0.000 0.034 -0.000 0.000 0.000
30 1:D.L -0.000 -0.453 -0.000 0.453 -0.000 0.000 -0.000
2:L.L 6.132 -3.464 8.660 11.162 0.000 -0.000 0.000
15:VAIBRATION -0.000 -0.297 0.000 0.297 -0.000 0.000 -0.000
3:TEMP 25 -0.000 2.380 0.150 2.384 0.000 0.000 0.000
4:TEMP -25 0.000 -2.380 -0.150 2.384 -0.000 -0.000 -0.000
5:GENERATED AISC-0.000
PUBLIC 1 -0.634 -0.000 0.634 -0.000 0.000 -0.000
6:GENERATED AISC 9.812
PUBLIC 2 -3.231 14.036 17.427 -0.000 -0.000 0.000
7:GENERATED AISC 3.066
PUBLIC 3 -2.276 4.330 5.773 -0.000 -0.000 0.000
8:GENERATED AISC-0.000
PUBLIC 4 -0.543 -0.000 0.543 -0.000 0.000 -0.000
9:GENERATED AISC-0.000
PUBLIC 5 -0.408 -0.000 0.408 -0.000 0.000 -0.000
10:GENERATED AISC
-0.000
GENERAL-0.453
1 -0.000 0.453 -0.000 0.000 -0.000
11:GENERATED AISC6.132
GENERAL-1.537
2 8.810 10.844 -0.000 -0.000 0.000
12:GENERATED AISC4.599
GENERAL-1.266
3 6.607 8.150 -0.000 -0.000 0.000
13:GENERATED AISC4.599
GENERAL-3.051
4 6.495 8.523 -0.000 -0.000 0.000
14:GENERATED AISC
-0.000
GENERAL-0.272
5 -0.000 0.272 -0.000 0.000 -0.000
31 1:D.L 0.000 -3.405 -0.000 3.405 -0.000 0.000 -0.000
2:L.L 5.095 -14.896 47.110 49.671 0.000 -0.001 -0.000
15:VAIBRATION 0.000 -1.514 -0.000 1.514 -0.000 0.000 -0.000
3:TEMP 25 -0.135 2.788 0.150 2.796 0.000 -0.000 0.000
4:TEMP -25 0.135 -2.788 -0.150 2.796 -0.000 0.000 -0.000
5:GENERATED AISC 0.000
PUBLIC 1 -4.767 -0.000 4.767 -0.000 0.000 -0.000
6:GENERATED AISC 7.991
PUBLIC 2-24.573 75.556 79.852 -0.000 -0.002 -0.001
7:GENERATED AISC 2.548
PUBLIC 3 -11.534 23.555 26.351 -0.000 -0.001 -0.000
8:GENERATED AISC 0.000
PUBLIC 4 -4.086 -0.000 4.086 -0.000 0.000 -0.000
9:GENERATED AISC 0.000
PUBLIC 5 -3.064 -0.000 3.064 -0.000 0.000 -0.000
10:GENERATED AISC0.000
GENERAL-3.405
1 -0.000 3.405 -0.000 0.000 -0.000
11:GENERATED AISC4.960
GENERAL-15.513
2 47.260 49.987 -0.000 -0.001 -0.000
12:GENERATED AISC3.720
GENERAL
-12.486
3 35.445 37.763 -0.000 -0.001 -0.000
13:GENERATED AISC3.822
GENERAL
-14.577
4 35.332 38.412 -0.000 -0.001 -0.000
14:GENERATED AISC0.000
GENERAL-2.043
5 -0.000 2.043 -0.000 0.000 -0.000
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 23 of 31
Job No Sheet No Rev
24
Part
Software licensed to
Job Title Ref
By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Node Displacements Cont...
Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
32 1:D.L -0.001 -3.284 -0.000 3.284 -0.000 0.000 0.000
2:L.L 5.092 -14.349 45.732 48.200 0.000 0.003 0.001
15:VAIBRATION -0.000 -1.460 -0.000 1.460 -0.000 0.000 0.000
3:TEMP 25 0.405 2.774 0.150 2.807 0.000 0.000 -0.000
4:TEMP -25 -0.405 -2.774 -0.150 2.807 -0.000 -0.000 0.000
5:GENERATED AISC-0.001
PUBLIC 1 -4.597 -0.000 4.597 -0.000 0.000 0.000
6:GENERATED AISC 8.631
PUBLIC 2-23.570 73.352 77.528 -0.000 0.004 0.002
7:GENERATED AISC 2.545
PUBLIC 3 -11.115 22.866 25.552 -0.000 0.001 0.001
8:GENERATED AISC-0.001
PUBLIC 4 -3.940 -0.000 3.940 -0.000 0.000 0.000
9:GENERATED AISC-0.001
PUBLIC 5 -2.955 -0.000 2.955 -0.000 0.000 0.000
10:GENERATED AISC
-0.001
GENERAL-3.284
1 -0.000 3.284 -0.000 0.000 0.000
11:GENERATED AISC5.496
GENERAL-14.859
2 45.882 48.541 -0.000 0.003 0.001
12:GENERATED AISC4.122
GENERAL-11.965
3 34.412 36.665 -0.000 0.002 0.001
13:GENERATED AISC3.818
GENERAL
-14.045
4 34.299 37.260 -0.000 0.002 0.001
14:GENERATED AISC
-0.000
GENERAL-1.970
5 -0.000 1.970 -0.000 0.000 0.000
33 1:D.L 0.000 -0.440 -0.000 0.440 -0.000 -0.000 -0.000
2:L.L 6.133 -3.368 8.332 10.880 0.000 -0.001 -0.000
15:VAIBRATION 0.000 -0.288 0.000 0.288 -0.000 0.000 -0.000
3:TEMP 25 -0.192 2.377 0.150 2.390 0.000 0.000 0.000
4:TEMP -25 0.192 -2.377 -0.150 2.390 -0.000 -0.000 -0.000
5:GENERATED AISC 0.000
PUBLIC 1 -0.616 -0.000 0.616 -0.000 -0.000 -0.000
6:GENERATED AISC 9.582
PUBLIC 2 -3.063 13.512 16.845 -0.000 -0.002 -0.001
7:GENERATED AISC 3.066
PUBLIC 3 -2.211 4.166 5.626 -0.000 -0.000 -0.000
8:GENERATED AISC 0.000
PUBLIC 4 -0.528 -0.000 0.528 -0.000 -0.000 -0.000
9:GENERATED AISC 0.000
PUBLIC 5 -0.396 -0.000 0.396 -0.000 -0.000 -0.000
10:GENERATED AISC0.000
GENERAL-0.440
1 -0.000 0.440 -0.000 -0.000 -0.000
11:GENERATED AISC5.941
GENERAL-1.430
2 8.482 10.454 -0.000 -0.001 -0.000
12:GENERATED AISC4.456
GENERAL-1.183
3 6.362 7.856 -0.000 -0.001 -0.000
13:GENERATED AISC4.600
GENERAL-2.965
4 6.249 8.307 -0.000 -0.001 -0.000
14:GENERATED AISC0.000
GENERAL-0.264
5 -0.000 0.264 -0.000 -0.000 -0.000
34 1:D.L -0.000 -0.340 -0.000 0.340 -0.000 0.000 0.000
2:L.L 6.131 -2.570 6.506 9.302 0.000 0.002 0.001
15:VAIBRATION -0.000 -0.220 0.000 0.220 -0.000 0.000 0.000
3:TEMP 25 0.573 2.357 0.150 2.430 0.000 -0.000 -0.000
4:TEMP -25 -0.573 -2.357 -0.150 2.430 -0.000 0.000 0.000
5:GENERATED AISC-0.000
PUBLIC 1 -0.476 -0.000 0.476 -0.000 0.000 0.000
6:GENERATED AISC10.497
PUBLIC 2 -1.692 10.590 15.006 -0.000 0.004 0.002
7:GENERATED AISC 3.065
PUBLIC 3 -1.693 3.253 4.780 -0.000 0.001 0.001
8:GENERATED AISC-0.000
PUBLIC 4 -0.408 -0.000 0.408 -0.000 0.000 0.000
9:GENERATED AISC-0.000
PUBLIC 5 -0.306 -0.000 0.306 -0.000 0.000 0.000
10:GENERATED AISC
-0.000
GENERAL-0.340
1 -0.000 0.340 -0.000 0.000 0.000
11:GENERATED AISC6.703
GENERAL-0.553
2 6.656 9.463 -0.000 0.002 0.001
12:GENERATED AISC5.028
GENERAL-0.500
3 4.992 7.103 -0.000 0.002 0.001
13:GENERATED AISC4.598
GENERAL-2.267
4 4.880 7.078 -0.000 0.002 0.001
14:GENERATED AISC
-0.000
GENERAL-0.204
5 -0.000 0.204 -0.000 0.000 0.000
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 24 of 31
Job No Sheet No Rev
25
Part
Software licensed to
Job Title Ref
By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Node Displacement Summary
Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
Max X 10 6:GENERATED AISC12.958
PUBLIC 2 2.506 0.000 13.198 -0.000 -0.015 -0.005
Min X 4 3:TEMP 25 -2.248 2.280 0.150 3.205 0.000 -0.000 0.000
Max Y 14 3:TEMP 25 -0.000 2.790 0.150 2.794 0.000 -0.000 0.000
Min Y 14 6:GENERATED AISC 8.151
PUBLIC 2-24.736 76.113 80.446 -0.000 -0.000 -0.000
Max Z 14 6:GENERATED AISC 8.151
PUBLIC 2-24.736 76.113 80.446 -0.000 -0.000 -0.000
Min Z 19 4:TEMP -25 1.199 -2.280 -0.150 2.581 -0.000 -0.000 -0.000
Max rX 19 3:TEMP 25 -1.199 2.280 0.150 2.581 0.000 0.000 0.000
Min rX 28 5:GENERATED AISC 0.001
PUBLIC 1 -0.079 0.000 0.079 -0.000 0.000 -0.000
Max rY 6 6:GENERATED AISC10.812
PUBLIC 2 2.472 0.181 11.092 -0.000 0.016 0.005
Min rY 4 6:GENERATED AISC 5.471
PUBLIC 2 2.512 0.181 6.023 -0.000 -0.015 -0.005
Max rZ 6 6:GENERATED AISC10.812
PUBLIC 2 2.472 0.181 11.092 -0.000 0.016 0.005
Min rZ 4 6:GENERATED AISC 5.471
PUBLIC 2 2.512 0.181 6.023 -0.000 -0.015 -0.005
Max Rst 14 6:GENERATED AISC 8.151
PUBLIC 2-24.736 76.113 80.446 -0.000 -0.000 -0.000
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 25 of 31
Job No Sheet No Rev
26
Part
Software licensed to
Job Title Ref
By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Reactions
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kNm) (kNm) (kNm)
3 1:D.L 1.524 16.728 -0.033 -0.084 0.000 -3.802
2:L.L 3.236 24.828 -0.000 -0.000 0.056 -3.954
15:VAIBRATION 0.680 4.500 0.000 0.000 -0.000 -1.698
3:TEMP 25 1.075 0.000 -0.008 -0.062 0.000 -4.504
4:TEMP -25 -1.075 -0.000 0.008 0.062 -0.000 4.504
5:GENERATED AISC 2.133
PUBLIC 1 23.419 -0.046 -0.117 0.000 -5.323
6:GENERATED AISC 8.296
PUBLIC 2 59.798 -0.050 -0.176 0.090 -16.294
7:GENERATED AISC 3.446
PUBLIC 3 32.487 -0.040 -0.101 0.028 -6.540
8:GENERATED AISC 1.828
PUBLIC 4 20.073 -0.040 -0.101 0.000 -4.563
9:GENERATED AISC 1.371
PUBLIC 5 15.055 -0.030 -0.075 0.000 -3.422
10:GENERATED AISC1.524
GENERAL16.728
1 -0.033 -0.084 0.000 -3.802
11:GENERATED AISC5.835
GENERAL41.556
2 -0.041 -0.146 0.056 -12.260
12:GENERATED AISC4.757
GENERAL35.349
3 -0.039 -0.131 0.042 -10.146
13:GENERATED AISC3.951
GENERAL35.349
4 -0.033 -0.084 0.042 -6.768
14:GENERATED AISC0.914
GENERAL10.037
5 -0.020 -0.050 0.000 -2.281
5 1:D.L -1.524 16.728 -0.033 -0.084 0.000 3.802
2:L.L -9.236 31.172 -0.000 -0.000 -0.058 27.174
15:VAIBRATION -0.680 4.500 -0.000 -0.000 0.000 1.698
3:TEMP 25 -1.075 -0.000 -0.008 -0.062 -0.000 4.504
4:TEMP -25 1.075 0.000 0.008 0.062 0.000 -4.504
5:GENERATED AISC-2.133
PUBLIC 1 23.419 -0.046 -0.117 0.000 5.323
6:GENERATED AISC
-17.896
PUBLIC 2 69.948 -0.050 -0.176 -0.093 53.447
7:GENERATED AISC-6.446
PUBLIC 3 35.659 -0.040 -0.101 -0.029 18.150
8:GENERATED AISC-1.828
PUBLIC 4 20.073 -0.040 -0.101 0.000 4.563
9:GENERATED AISC-1.371
PUBLIC 5 15.055 -0.030 -0.075 0.000 3.422
10:GENERATED AISC
-1.524
GENERAL16.728
1 -0.033 -0.084 0.000 3.802
11:GENERATED AISC
-11.835
GENERAL47.900
2 -0.041 -0.146 -0.058 35.481
12:GENERATED AISC
-9.257
GENERAL40.107
3 -0.039 -0.131 -0.044 27.561
13:GENERATED AISC
-8.451
GENERAL40.107
4 -0.033 -0.084 -0.044 24.183
14:GENERATED AISC
-0.914
GENERAL10.037
5 -0.020 -0.050 0.000 2.281
10 1:D.L 0.000 0.000 0.033 0.000 0.000 0.000
2:L.L 0.000 0.000 -2.632 0.000 0.000 0.000
15:VAIBRATION 0.000 0.000 -0.000 0.000 0.000 0.000
3:TEMP 25 0.000 0.000 0.008 0.000 0.000 0.000
4:TEMP -25 0.000 0.000 -0.008 0.000 0.000 0.000
5:GENERATED AISC 0.000
PUBLIC 1 0.000 0.046 0.000 0.000 0.000
6:GENERATED AISC 0.000
PUBLIC 2 0.000 -4.161 0.000 0.000 0.000
7:GENERATED AISC 0.000
PUBLIC 3 0.000 -1.276 0.000 0.000 0.000
8:GENERATED AISC 0.000
PUBLIC 4 0.000 0.040 0.000 0.000 0.000
9:GENERATED AISC 0.000
PUBLIC 5 0.000 0.030 0.000 0.000 0.000
10:GENERATED AISC0.000
GENERAL0.000
1 0.033 0.000 0.000 0.000
11:GENERATED AISC0.000
GENERAL 0.000
2 -2.591 0.000 0.000 0.000
12:GENERATED AISC0.000
GENERAL0.000
3 -1.935 0.000 0.000 0.000
13:GENERATED AISC0.000
GENERAL0.000
4 -1.941 0.000 0.000 0.000
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 26 of 31
Job No Sheet No Rev
27
Part
Software licensed to
Job Title Ref
By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Reactions Cont...
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kNm) (kNm) (kNm)
14:GENERATED AISC0.000
GENERAL0.000
5 0.020 0.000 0.000 0.000
11 1:D.L 0.000 0.000 0.033 0.000 0.000 0.000
2:L.L 0.000 0.000 -2.968 0.000 0.000 0.000
15:VAIBRATION 0.000 0.000 0.000 0.000 0.000 0.000
3:TEMP 25 0.000 0.000 0.008 0.000 0.000 0.000
4:TEMP -25 0.000 0.000 -0.008 0.000 0.000 0.000
5:GENERATED AISC 0.000
PUBLIC 1 0.000 0.046 0.000 0.000 0.000
6:GENERATED AISC 0.000
PUBLIC 2 0.000 -4.699 0.000 0.000 0.000
7:GENERATED AISC 0.000
PUBLIC 3 0.000 -1.444 0.000 0.000 0.000
8:GENERATED AISC 0.000
PUBLIC 4 0.000 0.040 0.000 0.000 0.000
9:GENERATED AISC 0.000
PUBLIC 5 0.000 0.030 0.000 0.000 0.000
10:GENERATED AISC0.000
GENERAL0.000
1 0.033 0.000 0.000 0.000
11:GENERATED AISC0.000
GENERAL 0.000
2 -2.927 0.000 0.000 0.000
12:GENERATED AISC0.000
GENERAL0.000
3 -2.187 0.000 0.000 0.000
13:GENERATED AISC0.000
GENERAL0.000
4 -2.193 0.000 0.000 0.000
14:GENERATED AISC0.000
GENERAL0.000
5 0.020 0.000 0.000 0.000
18 1:D.L 0.196 8.899 -0.022 -0.055 -0.000 -0.493
2:L.L -0.478 15.788 -0.000 -0.000 0.016 3.864
15:VAIBRATION 0.133 2.400 -0.000 -0.000 -0.000 -0.334
3:TEMP 25 0.341 0.000 -0.004 -0.033 -0.000 -1.377
4:TEMP -25 -0.341 0.000 0.004 0.033 0.000 1.377
5:GENERATED AISC 0.275
PUBLIC 1 12.459 -0.031 -0.078 -0.000 -0.691
6:GENERATED AISC-0.120
PUBLIC 2 35.940 -0.031 -0.106 0.025 3.938
7:GENERATED AISC-0.003
PUBLIC 3 18.573 -0.026 -0.066 0.008 1.340
8:GENERATED AISC 0.236
PUBLIC 4 10.679 -0.026 -0.066 -0.000 -0.592
9:GENERATED AISC 0.177
PUBLIC 5 8.009 -0.020 -0.050 -0.000 -0.444
10:GENERATED AISC0.196
GENERAL8.899
1 -0.022 -0.055 -0.000 -0.493
11:GENERATED AISC0.059
GENERAL24.687
2 -0.026 -0.088 0.016 1.994
12:GENERATED AISC0.094
GENERAL20.740
3 -0.025 -0.080 0.012 1.372
13:GENERATED AISC
-0.162
GENERAL20.740
4 -0.022 -0.055 0.012 2.405
14:GENERATED AISC0.118
GENERAL5.340
5 -0.013 -0.033 -0.000 -0.296
21 1:D.L -0.196 8.899 -0.022 -0.055 -0.000 0.493
2:L.L -3.522 26.212 -0.000 -0.000 -0.017 11.510
15:VAIBRATION -0.133 2.400 -0.000 -0.000 -0.000 0.334
3:TEMP 25 -0.341 -0.000 -0.004 -0.033 0.000 1.377
4:TEMP -25 0.341 0.000 0.004 0.033 -0.000 -1.377
5:GENERATED AISC-0.275
PUBLIC 1 12.459 -0.031 -0.078 -0.000 0.691
6:GENERATED AISC-6.280
PUBLIC 2 52.618 -0.031 -0.106 -0.028 20.661
7:GENERATED AISC-1.997
PUBLIC 3 23.785 -0.026 -0.066 -0.009 6.347
8:GENERATED AISC-0.236
PUBLIC 4 10.679 -0.026 -0.066 -0.000 0.592
9:GENERATED AISC-0.177
PUBLIC 5 8.009 -0.020 -0.050 -0.000 0.444
10:GENERATED AISC
-0.196
GENERAL8.899
1 -0.022 -0.055 -0.000 0.493
11:GENERATED AISC
-4.059
GENERAL35.111
2 -0.026 -0.088 -0.017 13.380
12:GENERATED AISC
-3.094
GENERAL28.558
3 -0.025 -0.080 -0.013 10.159
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 27 of 31
Job No Sheet No Rev
28
Part
Software licensed to
Job Title Ref
By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Reactions Cont...
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kNm) (kNm) (kNm)
13:GENERATED AISC
-2.838
GENERAL
28.558
4 -0.022 -0.055 -0.013 9.126
14:GENERATED AISC
-0.118
GENERAL5.340
5 -0.013 -0.033 -0.000 0.296
28 1:D.L 0.000 0.000 0.022 0.000 0.000 0.000
2:L.L 0.000 0.000 -1.682 0.000 0.000 0.000
15:VAIBRATION 0.000 0.000 0.000 0.000 0.000 0.000
3:TEMP 25 0.000 0.000 0.004 0.000 0.000 0.000
4:TEMP -25 0.000 0.000 -0.004 0.000 0.000 0.000
5:GENERATED AISC 0.000
PUBLIC 1 0.000 0.031 0.000 0.000 0.000
6:GENERATED AISC 0.000
PUBLIC 2 0.000 -2.660 0.000 0.000 0.000
7:GENERATED AISC 0.000
PUBLIC 3 0.000 -0.815 0.000 0.000 0.000
8:GENERATED AISC 0.000
PUBLIC 4 0.000 0.026 0.000 0.000 0.000
9:GENERATED AISC 0.000
PUBLIC 5 0.000 0.020 0.000 0.000 0.000
10:GENERATED AISC0.000
GENERAL0.000
1 0.022 0.000 0.000 0.000
11:GENERATED AISC0.000
GENERAL 0.000
2 -1.656 0.000 0.000 0.000
12:GENERATED AISC0.000
GENERAL0.000
3 -1.237 0.000 0.000 0.000
13:GENERATED AISC0.000
GENERAL0.000
4 -1.240 0.000 0.000 0.000
14:GENERATED AISC0.000
GENERAL0.000
5 0.013 0.000 0.000 0.000
29 1:D.L 0.000 0.000 0.022 0.000 0.000 0.000
2:L.L 0.000 0.000 -2.318 0.000 0.000 0.000
15:VAIBRATION 0.000 0.000 0.000 0.000 0.000 0.000
3:TEMP 25 0.000 0.000 0.004 0.000 0.000 0.000
4:TEMP -25 0.000 0.000 -0.004 0.000 0.000 0.000
5:GENERATED AISC 0.000
PUBLIC 1 0.000 0.031 0.000 0.000 0.000
6:GENERATED AISC 0.000
PUBLIC 2 0.000 -3.677 0.000 0.000 0.000
7:GENERATED AISC 0.000
PUBLIC 3 0.000 -1.133 0.000 0.000 0.000
8:GENERATED AISC 0.000
PUBLIC 4 0.000 0.026 0.000 0.000 0.000
9:GENERATED AISC 0.000
PUBLIC 5 0.000 0.020 0.000 0.000 0.000
10:GENERATED AISC0.000
GENERAL0.000
1 0.022 0.000 0.000 0.000
11:GENERATED AISC0.000
GENERAL 0.000
2 -2.291 0.000 0.000 0.000
12:GENERATED AISC0.000
GENERAL0.000
3 -1.713 0.000 0.000 0.000
13:GENERATED AISC0.000
GENERAL0.000
4 -1.716 0.000 0.000 0.000
14:GENERATED AISC0.000
GENERAL0.000
5 0.013 0.000 0.000 0.000
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 28 of 31
Job No Sheet No Rev
29
Part
Software licensed to
Job Title Ref
By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Reaction Summary
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kNm) (kNm) (kNm)
Max FX 3 6:GENERATED AISC 8.296
PUBLIC 2 59.798 -0.050 -0.176 0.090 -16.294
Min FX 5 6:GENERATED AISC PUBLIC 2
-17.896 69.948 -0.050 -0.176 -0.093 53.447
Max FY 5 6:GENERATED AISC
-17.896
PUBLIC 2 69.948 -0.050 -0.176 -0.093 53.447
Min FY 5 3:TEMP 25 -1.075 -0.000 -0.008 -0.062 -0.000 4.504
Max FZ 10 5:GENERATED AISC 0.000
PUBLIC 1 0.000 0.046 0.000 0.000 0.000
Min FZ 11 6:GENERATED AISC 0.000
PUBLIC 2 0.000 -4.699 0.000 0.000 0.000
Max MX 3 4:TEMP -25 -1.075 -0.000 0.008 0.062 -0.000 4.504
Min MX 5 6:GENERATED AISC
-17.896
PUBLIC 2 69.948 -0.050 -0.176 -0.093 53.447
Max MY 3 6:GENERATED AISC 8.296
PUBLIC 2 59.798 -0.050 -0.176 0.090 -16.294
Min MY 5 6:GENERATED AISC
-17.896
PUBLIC 2 69.948 -0.050 -0.176 -0.093 53.447
Max MZ 5 6:GENERATED AISC
-17.896
PUBLIC 2 69.948 -0.050 -0.176 -0.093 53.447
Min MZ 3 6:GENERATED AISC 8.296
PUBLIC 2 59.798 -0.050 -0.176 0.090 -16.294
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 29 of 31
Job No Sheet No Rev
30
Part
Software licensed to
Job Title Ref
By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
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 UC254X254X73UC254X254X730.260 1.000 0.260 LRFD-H1-1B-C 6 93.100 11.4E+3 3.91E+3 57.625
4 UC254X254X73UC254X254X730.443 1.000 0.443 LRFD-H1-1B-C 6 93.100 11.4E+3 3.91E+3 57.625
5 UB610X229X125
UB610X229X125
0.715 1.000 0.715 LRFD-H1-1B-C 6 159.000 98.6E+3 3.93E+3 154.200
9 UB610X229X125
UB610X229X125
0.001 1.000 0.001 SHEAR-Y 5 159.000 98.6E+3 3.93E+3 154.200
10 UB610X229X125
UB610X229X125
0.001 1.000 0.001 SHEAR-Y 5 159.000 98.6E+3 3.93E+3 154.200
13 UB610X229X125
UB610X229X125
0.542 1.000 0.542 LRFD-H1-1B-C 6 159.000 98.6E+3 3.93E+3 154.200
16 UC203X203X60UC203X203X600.065 1.000 0.065 LRFD-H1-1B-C 6 76.400 6.12E+3 2.06E+3 47.230
18 UC203X203X60UC203X203X600.255 1.000 0.255 LRFD-H1-1B-C 6 76.400 6.12E+3 2.06E+3 47.230
19 UB533X210X82UB533X210X820.358 1.000 0.358 LRFD-H1-1B-T 6 105.000 47.5E+3 2.01E+3 51.518
23 UB533X210X82UB533X210X820.001 1.000 0.001 SHEAR-Y 5 105.000 47.5E+3 2.01E+3 51.518
24 UB533X210X82UB533X210X820.001 1.000 0.001 LRFD-H1-1B-T 6 105.000 47.5E+3 2.01E+3 51.518
25 UB533X210X82UB533X210X820.323 1.000 0.323 LRFD-H1-1B-C 6 105.000 47.5E+3 2.01E+3 51.518
26 UB610X229X125
UB610X229X125
0.545 1.000 0.545 LRFD-H1-1B-C 6 159.000 98.6E+3 3.93E+3 154.200
27 UB610X229X125
UB610X229X125
0.650 1.000 0.650 LRFD-H1-1B-C 6 159.000 98.6E+3 3.93E+3 154.200
28 UB533X210X82UB533X210X820.339 1.000 0.339 LRFD-H1-1B-C 6 105.000 47.5E+3 2.01E+3 51.518
29 UB533X210X82UB533X210X820.273 1.000 0.273 LRFD-H1-1B-C 6 105.000 47.5E+3 2.01E+3 51.518
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 30 of 31
Job No Sheet No Rev
31
Part
Software licensed to
Job Title Ref
By Date03-May-23 Chd
Client File model 15 m.std Date/Time 03-Oct-2023 14:36
Failed Members
There is no data of this type.
Print Time/Date: 03/10/2023 14:41 STAAD.Pro V8i (SELECTseries 5) 20.07.10.65 Print Run 31 of 31
Page 1 of 5
09/27/2023
02:25:37 PM
O MEN
Job: Unnamed -- Connection: cran
CONNECTION: cran - Bolted Moment End Plate
End plate: 250x25x900 Gr.S275
Flange weld: CJPGW/480 - Web weld: 6 FW/480
Bolts: 12 x M24 FG/B/N in 2 cols. at 120 gauge
50
60
150
150 306
Gr.S275
UB610X229X125
132
B1
150
150
Gr.S275
UC254X254X73
C1
6
Stiffeners: Plates: 50.5 kg
Top: 90x10x226 Gr.S275 - Weld=6 FW/440 Side=100 End=full Bolts: 9.5 kg
Btm.: 90x10x226 Gr.S275 - Weld=6 FW/440 Side=full End=full Welds: 1.2 kg
LIMCON V3.63.2.4 D:\GCC SHED 2021\crane\Unnamed.lmc
Page 2 of 5
09/27/2023
02:25:37 PM
O MEN
Job: Unnamed -- Connection: cran
LIMCON V3.63.2.4 D:\GCC SHED 2021\crane\Unnamed.lmc
Page 3 of 5
09/27/2023
02:25:37 PM
O MEN
Job: Unnamed -- Connection: cran
LIMCON V3.63.2.4 D:\GCC SHED 2021\crane\Unnamed.lmc
Page 4 of 5
09/27/2023
02:25:37 PM
O MEN
Job: Unnamed -- Connection: cran
LIMCON V3.63.2.4 D:\GCC SHED 2021\crane\Unnamed.lmc
Page 5 of 5
09/27/2023
02:25:37 PM
O MEN
Job: Unnamed -- Connection: cran
LIMCON V3.63.2.4 D:\GCC SHED 2021\crane\Unnamed.lmc
Page 1 of 5
10/03/2023
06:44:48 PM
O MEN
Job: Unnamed -- Connection: cran_2
CONNECTION: cran_2 - Bolted Moment End Plate
End plate: 210x25x900 Gr.S275
Flange weld: CJPGW/480 - Web weld: 6 FW/480
Bolts: 8 x M24 FG/B/N in 2 cols. at 120 gauge
50
60
150
264
Gr.S275
UB533X210X82
348
B1
150
Gr.S275
UC203X203X60 6
C1
Stiffeners: Plates: 42.2 kg
Top: 90x10x181 Gr.S275 - Weld=6 FW/440 Side=100 End=full Bolts: 6.4 kg
Btm.: 90x10x181 Gr.S275 - Weld=6 FW/440 Side=full End=full Welds: 0.7 kg
LIMCON V3.63.2.4 D:\GCC SHED 2021\crane\Unnamed.lmc
Page 2 of 5
10/03/2023
06:44:48 PM
O MEN
Job: Unnamed -- Connection: cran_2
LIMCON V3.63.2.4 D:\GCC SHED 2021\crane\Unnamed.lmc
Page 3 of 5
10/03/2023
06:44:48 PM
O MEN
Job: Unnamed -- Connection: cran_2
LIMCON V3.63.2.4 D:\GCC SHED 2021\crane\Unnamed.lmc
Page 4 of 5
10/03/2023
06:44:48 PM
O MEN
Job: Unnamed -- Connection: cran_2
LIMCON V3.63.2.4 D:\GCC SHED 2021\crane\Unnamed.lmc
Page 5 of 5
10/03/2023
06:44:48 PM
O MEN
Job: Unnamed -- Connection: cran_2
LIMCON V3.63.2.4 D:\GCC SHED 2021\crane\Unnamed.lmc
Current Date: 10/3/2023 2:54 PM
Units system: SI
File name: D:\GCC SHED 2021\crane\254X254.rcnx\
Steel connections
Detailed report
_______________________________________________________________________________________________________________________________
_______________________________________________________________________________________________________________________________
Connection name : Pinned BP - HSS Member
Connection ID : 1
_______________________________________________________________________________________________________________________________
Family: Column - Base (CB)
Type: Base plate
Description: 02
GENERAL INFORMATION
Connector
MEMBERS
Column
Column type : Prismatic member
Section : UC 254x254x73
Material : S275
Longitudinal offset : 0 mm
Transversal offset : 0 mm
CONNECTOR
Base plate
Connection type : Unstiffened
Position on the support : Center
N: Longitudinal dimension : 500 mm
B: Transversal dimension : 300 mm
Thickness : 20 mm
Material : Class 8.8
Page1
Column weld : E70XX
Outer welds flanges only : No
D: Column weld size (1/16 in) : 6
Override A2/A1 ratio : No
Include shear lug : No
Support
With pedestal : No
Longitudinal dimension : 750 mm
Transversal dimension : 600 mm
Thickness : 200 mm
Material : C40-50
Include grouting : No
Anchor
Anchor position : Longitudinal position
Rows number per side : 1
Anchors per row : 3
Longitudinal edge distance on the plate : 50 mm
Transverse edge distance on the plate : 80 mm
Anchor type : Headed
Head type : Hexagonal
Include lock nut : No
Anchor : AS M20
Effective embedment depth : 150 mm
Total length : 196.4 mm
Material : Class 8.8
Fy : 0.64 kN/mm2
Fu : 0.8 kN/mm2
Cracked concrete : Yes
Brittle steel : Yes
Anchors welded to base plate : No
Anchor reinforcement
Type of reinforcement : Primary
Tension reinforcement : Yes
Tension bar size : no. 5
Tension bar grade : 0.42 kN/mm2
Tension number of bars : 6
Shear reinforcement : Yes
Shear bar size : no. 4
Shear bar grade : 0.42 kN/mm2
Shear number of bars in major axis direction : 4
Shear number of bars in minor axis direction : 4
Design code: AISC 360-16 LRFD, ACI 318-08
DEMANDS
Description Pu Mu22 Mu33 Vu2 Vu3 Load type
[KN] [KN*m] [KN*m] [KN] [KN]
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
DL 70.00 0.00 55.00 17.00 0.00 Design
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Design for major axis
Base plate (AISC 360-16 LRFD)
GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Base plate
Distance from anchor to edge [mm] 40.00 6.35 --
Weld size [1/16in] 6 3 -- table J2.4
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Page2
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Concrete base
Axial bearing [KN/mm2] 0.03 0.03 DL 1.00 DG1 3.1.1;
Base plate
Flexural yielding (bearing interface) [KN*m/m] 57.60 51.34 DL 0.89 DG1 Eq. 3.3.13,
DG1 Sec 3.1.2
Flexural yielding (tension interface) [KN*m/m] 57.60 33.05 DL 0.57 DG1 Eq. 3.3.13
Column
Weld capacity [KN/m] 2194.16 426.44 DL 0.19 p. 8-9,
Sec. J2.5,
Sec. J2.4,
DG1 p. 35
Elastic method weld shear capacity [KN/m] 1462.77 42.44 DL 0.03 p. 8-9,
Sec. J2.5,
Sec. J2.4
Elastic method weld axial capacity [KN/m] 2194.16 534.06 DL 0.24 p. 8-9,
Sec. J2.5,
Sec. J2.4
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Ratio 1.00
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Design for minor axis
Base plate (AISC 360-16 LRFD)
GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Base plate
Distance from anchor to edge [mm] 40.00 6.35 --
Weld size [1/16in] 6 3 -- table J2.4
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Concrete base
Axial bearing [KN/mm2] 0.03 0.03 DL 1.00 DG1 3.1.1;
Base plate
Flexural yielding (bearing interface) [KN*m/m] 57.60 0.00 DL 0.00 DG1 Sec 3.1.2
Flexural yielding (tension interface) [KN*m/m] 57.60 33.05 DL 0.57 DG1 Eq. 3.3.13
Column
Weld capacity [KN/m] 2194.16 426.44 DL 0.19 p. 8-9,
Sec. J2.5,
Sec. J2.4,
DG1 p. 35
Elastic method weld shear capacity [KN/m] 1462.77 0.00 DL 0.00 p. 8-9,
Sec. J2.5,
Sec. J2.4
Elastic method weld axial capacity [KN/m] 2194.16 73.65 DL 0.03 p. 8-9,
Sec. J2.5,
Sec. J2.4
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Ratio 1.00
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Major axis
Anchors
GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Anchors
Anchor spacing [mm] 140.00 80.00 -- Sec. D.8.1
Concrete cover [mm] 165.00 76.20 -- Sec. 7.7.1
Effective length [mm] 163.00 -- 187.00
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Page3
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Anchor tension [KN] 127.39 62.22 DL 0.49 Eq. D-3
Pullout of anchor in tension [KN] 104.25 62.22 DL 0.60 Sec. D.4.1.1
Group of Anchors reinforcement in tension [KN] 378.00 202.34 DL 0.54 Sec. D.5.2.9,
D.6.2.9
Anchor shear [KN] 70.55 2.83 DL 0.04 Eq. D-20
Pryout of anchor in shear [KN] 135.54 2.83 DL 0.02 Eq. D-4,
Sec. D.4.1.1
Pryout of group of anchors in shear [KN] 222.03 17.00 DL 0.08 Eq. D-5,
Sec. D.4.1.1
Group of Anchors reinforcement in shear [KN] 162.58 17.00 DL 0.10 Sec. D.5.2.9,
D.6.2.9
Interaction of tensile and shear forces [KN] 1.20 0.00 DL 0.00 Eq. D-3,
Sec. D.4.1.1,
Eq. D-20,
Eq. D-4,
Eq. D-5,
Sec. D.7
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Ratio 0.60
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Minor axis
Anchors
GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Anchors
Anchor spacing [mm] 140.00 80.00 -- Sec. D.8.1
Concrete cover [mm] 165.00 76.20 -- Sec. 7.7.1
Effective length [mm] 163.00 -- 187.00
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Anchor tension [KN] 127.39 62.22 DL 0.49 Eq. D-3
Pullout of anchor in tension [KN] 104.25 62.22 DL 0.60 Sec. D.4.1.1
Group of Anchors reinforcement in tension [KN] 378.00 202.34 DL 0.54 Sec. D.5.2.9,
D.6.2.9
Anchor shear [KN] 70.55 0.00 DL 0.00 Eq. D-20
Pryout of anchor in shear [KN] 135.54 0.00 DL 0.00 Eq. D-4,
Sec. D.4.1.1
Pryout of group of anchors in shear [KN] 222.03 0.00 DL 0.00 Eq. D-5,
Sec. D.4.1.1
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Ratio 0.60
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Global critical strength ratio 1.00
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Page4
Biaxial
Maximum compression and tension (DL)
------------------------------------------------------------------------------------------------------------------------------------------
Maximum bearing pressure 33.15 [N/mm2]
Minimum bearing pressure 33.15 [N/mm2]
Maximum anchor tension 62.22 [KN]
Minimum anchor tension 5.23 [KN]
Neutral axis angle 0.00
Bearing length 13.31 [mm]
------------------------------------------------------------------------------------------------------------------------------------------
Anchors tensions
Anchor Transverse Longitudinal Shear Tension
[mm] [mm] [KN] [KN]
------------------------------------------------------------------------------------------------------------------------------------------------------------
1 -70.00 -200.00 2.83 5.23
2 -70.00 0.00 2.83 33.72
3 -70.00 200.00 2.83 62.22
4 70.00 200.00 2.83 62.22
5 70.00 0.00 2.83 33.72
6 70.00 -200.00 2.83 5.23
------------------------------------------------------------------------------------------------------------------------------------------------------------
Page5
Current Date: 10/3/2023 2:56 PM
Units system: SI
File name: D:\GCC SHED 2021\crane\20203.rcnx\
Steel connections
Detailed report
_______________________________________________________________________________________________________________________________
_______________________________________________________________________________________________________________________________
Connection name : Pinned BP - HSS Member
Connection ID : 1
_______________________________________________________________________________________________________________________________
Family: Column - Base (CB)
Type: Base plate
Description: 02
GENERAL INFORMATION
Connector
MEMBERS
Column
Column type : Prismatic member
Section : UC 203x203x60
Material : S275
Longitudinal offset : 0 mm
Transversal offset : 0 mm
CONNECTOR
Base plate
Connection type : Unstiffened
Position on the support : Center
N: Longitudinal dimension : 400 mm
B: Transversal dimension : 250 mm
Thickness : 20 mm
Material : Class 8.8
Page1
Column weld : E70XX
Outer welds flanges only : No
D: Column weld size (1/16 in) : 6
Override A2/A1 ratio : No
Include shear lug : No
Support
With pedestal : No
Longitudinal dimension : 750 mm
Transversal dimension : 600 mm
Thickness : 200 mm
Material : C40-50
Include grouting : No
Anchor
Anchor position : Longitudinal position
Rows number per side : 1
Anchors per row : 3
Longitudinal edge distance on the plate : 40 mm
Transverse edge distance on the plate : 65 mm
Anchor type : Headed
Head type : Hexagonal
Include lock nut : No
Anchor : AS M20
Effective embedment depth : 150 mm
Total length : 196.4 mm
Material : Class 8.8
Fy : 0.64 kN/mm2
Fu : 0.8 kN/mm2
Cracked concrete : Yes
Brittle steel : Yes
Anchors welded to base plate : No
Anchor reinforcement
Type of reinforcement : Primary
Tension reinforcement : Yes
Tension bar size : no. 5
Tension bar grade : 0.42 kN/mm2
Tension number of bars : 6
Shear reinforcement : Yes
Shear bar size : no. 4
Shear bar grade : 0.42 kN/mm2
Shear number of bars in major axis direction : 4
Shear number of bars in minor axis direction : 4
Design code: AISC 360-16 LRFD, ACI 318-08
DEMANDS
Description Pu Mu22 Mu33 Vu2 Vu3 Load type
[KN] [KN*m] [KN*m] [KN] [KN]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
DL 55.00 0.00 22.00 17.00 0.00 Design
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Design for major axis
Base plate (AISC 360-16 LRFD)
GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Base plate
Distance from anchor to edge [mm] 30.00 6.35 --
Weld size [1/16in] 6 3 -- table J2.4
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Page2
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Concrete base
Axial bearing [KN/mm2] 0.04 0.04 DL 1.00 DG1 3.1.1;
Base plate
Flexural yielding (bearing interface) [KN*m/m] 57.60 21.87 DL 0.38 DG1 Eq. 3.3.13,
DG1 Sec 3.1.2
Flexural yielding (tension interface) [KN*m/m] 57.60 17.58 DL 0.31 DG1 Eq. 3.3.13
Column
Weld capacity [KN/m] 2194.16 317.31 DL 0.14 p. 8-9,
Sec. J2.5,
Sec. J2.4,
DG1 p. 35
Elastic method weld shear capacity [KN/m] 1462.77 52.86 DL 0.04 p. 8-9,
Sec. J2.5,
Sec. J2.4
Elastic method weld axial capacity [KN/m] 2194.16 356.57 DL 0.16 p. 8-9,
Sec. J2.5,
Sec. J2.4
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Ratio 1.00
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Design for minor axis
Base plate (AISC 360-16 LRFD)
GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Base plate
Distance from anchor to edge [mm] 30.00 6.35 --
Weld size [1/16in] 6 3 -- table J2.4
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Concrete base
Axial bearing [KN/mm2] 0.04 0.04 DL 1.00 DG1 3.1.1;
Base plate
Flexural yielding (bearing interface) [KN*m/m] 57.60 0.00 DL 0.00 DG1 Sec 3.1.2
Flexural yielding (tension interface) [KN*m/m] 57.60 17.58 DL 0.31 DG1 Eq. 3.3.13
Column
Weld capacity [KN/m] 2194.16 317.31 DL 0.14 p. 8-9,
Sec. J2.5,
Sec. J2.4,
DG1 p. 35
Elastic method weld shear capacity [KN/m] 1462.77 0.00 DL 0.00 p. 8-9,
Sec. J2.5,
Sec. J2.4
Elastic method weld axial capacity [KN/m] 2194.16 72.03 DL 0.03 p. 8-9,
Sec. J2.5,
Sec. J2.4
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Ratio 1.00
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Major axis
Anchors
GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Anchors
Anchor spacing [mm] 120.00 80.00 -- Sec. D.8.1
Concrete cover [mm] 205.00 76.20 -- Sec. 7.7.1
Effective length [mm] 163.00 -- 187.00
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Page3
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Anchor tension [KN] 127.39 35.03 DL 0.27 Eq. D-3
Pullout of anchor in tension [KN] 104.25 35.03 DL 0.34 Sec. D.4.1.1
Group of Anchors reinforcement in tension [KN] 378.00 115.24 DL 0.30 Sec. D.5.2.9,
D.6.2.9
Anchor shear [KN] 70.55 2.83 DL 0.04 Eq. D-20
Pryout of anchor in shear [KN] 157.61 2.83 DL 0.02 Eq. D-4,
Sec. D.4.1.1
Pryout of group of anchors in shear [KN] 244.71 17.00 DL 0.07 Eq. D-5,
Sec. D.4.1.1
Group of Anchors reinforcement in shear [KN] 162.58 17.00 DL 0.10 Sec. D.5.2.9,
D.6.2.9
Interaction of tensile and shear forces [KN] 1.20 0.00 DL 0.00 Eq. D-3,
Sec. D.4.1.1,
Eq. D-20,
Eq. D-4,
Eq. D-5,
Sec. D.7
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Ratio 0.34
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Minor axis
Anchors
GEOMETRIC CONSIDERATIONS
Dimensions Unit Value Min. value Max. value Sta. References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Anchors
Anchor spacing [mm] 120.00 80.00 -- Sec. D.8.1
Concrete cover [mm] 205.00 76.20 -- Sec. 7.7.1
Effective length [mm] 163.00 -- 187.00
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
DESIGN CHECK
Verification Unit Capacity Demand Ctrl EQ Ratio References
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Anchor tension [KN] 127.39 35.03 DL 0.27 Eq. D-3
Pullout of anchor in tension [KN] 104.25 35.03 DL 0.34 Sec. D.4.1.1
Group of Anchors reinforcement in tension [KN] 378.00 115.24 DL 0.30 Sec. D.5.2.9,
D.6.2.9
Anchor shear [KN] 70.55 0.00 DL 0.00 Eq. D-20
Pryout of anchor in shear [KN] 157.61 0.00 DL 0.00 Eq. D-4,
Sec. D.4.1.1
Pryout of group of anchors in shear [KN] 244.71 0.00 DL 0.00 Eq. D-5,
Sec. D.4.1.1
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Ratio 0.34
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Global critical strength ratio 1.00
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Page4
Biaxial
Maximum compression and tension (DL)
------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Maximum bearing pressure 41.44 [N/mm2]
Minimum bearing pressure 41.44 [N/mm2]
Maximum anchor tension 35.03 [KN]
Minimum anchor tension 3.38 [KN]
Neutral axis angle 0.00
Bearing length 5.81 [mm]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Anchors tensions
Anchor Transverse Longitudinal Shear Tension
[mm] [mm] [KN] [KN]
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
1 -60.00 -160.00 2.83 3.38
2 -60.00 0.00 2.83 19.21
3 -60.00 160.00 2.83 35.03
4 60.00 160.00 2.83 35.03
5 60.00 0.00 2.83 19.21
6 60.00 -160.00 2.83 3.38
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Page5
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