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Job Information: Engineer Checked Approved Name: Date: Structure Type

The document provides structural analysis data for a space frame with two nodes and one beam, detailing primary and combination load cases. It includes load case types such as dead, live, wind, and temperature, along with their respective factors. The analysis indicates a utilization ratio of 0.247, which is within safe limits.

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gemssabahat
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24 views8 pages

Job Information: Engineer Checked Approved Name: Date: Structure Type

The document provides structural analysis data for a space frame with two nodes and one beam, detailing primary and combination load cases. It includes load case types such as dead, live, wind, and temperature, along with their respective factors. The analysis indicates a utilization ratio of 0.247, which is within safe limits.

Uploaded by

gemssabahat
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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Job No Sheet No Rev

1
Part
Software licensed to
Job Title Ref

By Date30- MAY- 2025 Chd

Client File FLAG POLE.std Date/Time 26-Jul-2025 11:25

Job Information
Engineer Checked Approved

Name:
Date: 30- MAY- 2025

Structure Type SPACE FRAME

Number of Nodes 2 Highest Node 2


Number of Elements 1 Highest Beam 1

Number of Basic Load Cases 6


Number of Combination Load Cases 21

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 DL
Primary 2 LL
Primary 3 WL 1
Primary 4 WL 2
Primary 5 TL+
Primary 6 TL-
Combination 7 1.4 DL
Combination 8 1.2DL+1.2 TL(+)+1.6LL
Combination 9 1.2DL+1.2 TL(-)+1.6LL
Combination 10 1.2DL+0.8WL1
Combination 11 1.2DL+0.8WL2
Combination 12 1.2DL+1.6WL1+1LL
Combination 13 1.2DL+1.6WL2+1LL
Combination 14 1.2DL+1LL
Combination 15 0.9 DL+1.6WL1
Combination 16 0.9DL+1.6WL2
Combination 17 1DL
Combination 18 1 DL+1 TL(+)+1LL
Combination 19 1 DL+1 TL(-)+1LL
Combination 20 1 DL+0.75TL(+)+0.75LL
Combination 21 1 DL+0.75TL(-)+0.75LL
Combination 22 1DL+1WL1
Combination 23 1DL+1WL2
Combination 24 1 DL+0.75WL1+0.75LL
Combination 25 1 DL+0.75WL2+0.75LL
Combination 26 0.6DL+1WL1
Combination 27 0.6DL+1WL2

Print Time/Date: 26/07/2025 14:42 STAAD.Pro V8i (SELECTseries 5) 20.07.10.64 Print Run 1 of 8
Job No Sheet No Rev
2
Part
Software licensed to
Job Title Ref

By Date30- MAY- 2025 Chd

Client File FLAG POLE.std Date/Time 26-Jul-2025 11:25

Section Properties
Prop Section Area Iyy Izz J Material
(m2) (cm4) (cm4) (cm4)
1 PIP1143.0 0.001 163.001 163.001 325.097 ALUMINUM

Primary Load Cases


Number Name Type

1 DL Dead
2 LL Live
3 WL 1 Wind
4 WL 2 Wind
5 TL+ Temperature
6 TL- Temperature

Combination Load Cases


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

7 1.4 DL 1 DL 1.40
8 1.2DL+1.2 TL(+)+1.6LL 1 DL 1.20
2 LL 1.60
5 TL+ 1.20
9 1.2DL+1.2 TL(-)+1.6LL 1 DL 1.20
2 LL 1.60
6 TL- 1.20
10 1.2DL+0.8WL1 1 DL 1.20
3 WL 1 0.80
11 1.2DL+0.8WL2 1 DL 1.20
4 WL 2 0.80
12 1.2DL+1.6WL1+1LL 1 DL 1.20
3 WL 1 1.60
2 LL 1.00
13 1.2DL+1.6WL2+1LL 1 DL 1.20
4 WL 2 1.60
2 LL 1.00
14 1.2DL+1LL 1 DL 1.20
2 LL 1.00
15 0.9 DL+1.6WL1 1 DL 0.90
3 WL 1 1.60
16 0.9DL+1.6WL2 1 DL 0.90
4 WL 2 1.60
17 1DL 1 DL 1.00
18 1 DL+1 TL(+)+1LL 1 DL 1.00
2 LL 1.00
5 TL+ 1.00

Print Time/Date: 26/07/2025 14:42 STAAD.Pro V8i (SELECTseries 5) 20.07.10.64 Print Run 2 of 8
Job No Sheet No Rev
3
Part
Software licensed to
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By Date30- MAY- 2025 Chd

Client File FLAG POLE.std Date/Time 26-Jul-2025 11:25

Combination Load Cases Cont...


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

19 1 DL+1 TL(-)+1LL 1 DL 1.00


2 LL 1.00
6 TL- 1.00
20 1 DL+0.75TL(+)+0.75LL 1 DL 1.00
2 LL 0.75
5 TL+ 0.75
21 1 DL+0.75TL(-)+0.75LL 1 DL 1.00
2 LL 0.75
6 TL- 0.75
22 1DL+1WL1 1 DL 1.00
3 WL 1 1.00
23 1DL+1WL2 1 DL 1.00
4 WL 2 1.00
24 1 DL+0.75WL1+0.75LL 1 DL 1.00
3 WL 1 0.75
2 LL 0.75
25 1 DL+0.75WL2+0.75LL 1 DL 1.00
2 LL 0.75
4 WL 2 0.75
26 0.6DL+1WL1 1 DL 0.60
3 WL 1 1.00
27 0.6DL+1WL2 1 DL 0.60
4 WL 2 1.00

Print Time/Date: 26/07/2025 14:42 STAAD.Pro V8i (SELECTseries 5) 20.07.10.64 Print Run 3 of 8
Job No Sheet No Rev
4
Part
Software licensed to
Job Title Ref

By Date30- MAY- 2025 Chd

Client File FLAG POLE.std Date/Time 26-Jul-2025 11:25

3.000m

Y
X
Z Load 4

Whole Structure

-0.500 kN

Y
X
Z Load 1

DL

Print Time/Date: 26/07/2025 14:42 STAAD.Pro V8i (SELECTseries 5) 20.07.10.64 Print Run 4 of 8
Job No Sheet No Rev
5
Part
Software licensed to
Job Title Ref

By Date30- MAY- 2025 Chd

Client File FLAG POLE.std Date/Time 26-Jul-2025 11:25

-0.500 kN

Y
X
Z Load 2

LL

-0.200 kN/m

Y
X
Z Load 3

-0.167 kN/m

WL1

Print Time/Date: 26/07/2025 14:42 STAAD.Pro V8i (SELECTseries 5) 20.07.10.64 Print Run 5 of 8
Job No Sheet No Rev
6
Part
Software licensed to
Job Title Ref

By Date30- MAY- 2025 Chd

Client File FLAG POLE.std Date/Time 26-Jul-2025 11:25

0.200 kN/m

Y
X
Z Load 4

0.167 kN/m

WL2

Y
X
Z Load 5

TL+25

Print Time/Date: 26/07/2025 14:42 STAAD.Pro V8i (SELECTseries 5) 20.07.10.64 Print Run 6 of 8
Job No Sheet No Rev
7
Part
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Job Title Ref

By Date30- MAY- 2025 Chd

Client File FLAG POLE.std Date/Time 26-Jul-2025 11:25

Y
X
Z Load 6

TL-25

Print Time/Date: 26/07/2025 14:42 STAAD.Pro V8i (SELECTseries 5) 20.07.10.64 Print Run 7 of 8
Job No Sheet No Rev
8
Part
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Job Title Ref

By Date30- MAY- 2025 Chd

Client File FLAG POLE.std Date/Time 26-Jul-2025 11:25

0.247

Y
X
Z Load 8 : Displacement

UTILITY RATIO >1, SAFE

Utilization Ratio
Beam Analysis Design Actual Allowable Ratio Clause L/C Ax Iz Iy Ix
Property Property Ratio Ratio (Act./Allow.) (m2) (cm4) (cm4) (cm4)
1 PIP1143.0 PIP1143.0 0.247 1.000 0.247 ANNEX I.1 12 0.001 163.001 163.001 326.001

Print Time/Date: 26/07/2025 14:42 STAAD.Pro V8i (SELECTseries 5) 20.07.10.64 Print Run 8 of 8

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