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Concrete Block Support - 3.0 Tons

The document provides structural analysis data for a space frame design for the client PETROKEMYA NORTH, detailing node and beam configurations, load cases, and material properties. It includes summaries of reactions, displacements, and forces under various load conditions, specifically focusing on dead loads and superimposed loads. The analysis was conducted using STAAD.Pro software, with results printed on April 4, 2025.

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anjieaquino29
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5 views9 pages

Concrete Block Support - 3.0 Tons

The document provides structural analysis data for a space frame design for the client PETROKEMYA NORTH, detailing node and beam configurations, load cases, and material properties. It includes summaries of reactions, displacements, and forces under various load conditions, specifically focusing on dead loads and superimposed loads. The analysis was conducted using STAAD.Pro software, with results printed on April 4, 2025.

Uploaded by

anjieaquino29
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

A017 1 A0

Part
Software licensed to
Job Title A017 Ref

By Date24-Mar-25 Chd

Client PETROKEMYA NORTH File Concrete Block Support.stdDate/Time 04-Apr-2025 09:27

Job Information
Engineer Checked Approved

Name:
Date: 24-Mar-25

Structure Type SPACE FRAME

Number of Nodes 2 Highest Node 2


Number of Elements 1 Highest Beam 1

Number of Basic Load Cases 2


Number of Combination Load Cases 0

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 DEAD LOAD


Primary 2 SUPERIMPOSED

Nodes
Node X Y Z
(mm) (mm) (mm)
1 0.000 0.000 0.000
2 1.5E+3 0.000 0.000

Beams
Beam Node A Node B Length Property 
(mm) (degrees)
1 1 2 1.5E+3 1 0

Print Time/Date: 04/04/2025 10:16 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 1 of 9
Job No Sheet No Rev
A017 2 A0

Part
Software licensed to
Job Title A017 Ref

By Date24-Mar-25 Chd

Client PETROKEMYA NORTH File Concrete Block Support.stdDate/Time 04-Apr-2025 09:27

3D Rendered View

Materials
Mat Name E  Density 
(MPa) (kN/m3) (/°F)
1 STEEL 200E+3 0.300 76.822 6E -6
2 STAINLESSSTEEL 193E+3 0.300 76.822 10E -6
3 ALUMINUM 68.9E+3 0.330 26.603 13E -6
4 CONCRETE 21.7E+3 0.170 23.617 5E -6

Supports
Node X Y Z rX rY rZ
(kN/m) (kN/m) (kN/m) (kN-m/deg) (kN-m/deg) (kN-m/deg)
1 Fixed Fixed Fixed Fixed Fixed Fixed
2 Fixed Fixed Fixed Fixed Fixed Fixed

Print Time/Date: 04/04/2025 10:16 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 2 of 9
Job No Sheet No Rev
A017 3 A0

Part
Software licensed to
Job Title A017 Ref

By Date24-Mar-25 Chd

Client PETROKEMYA NORTH File Concrete Block Support.stdDate/Time 04-Apr-2025 09:27

R1 = 1500 mm

Y
Z X
Load 2

SUPPORT

Primary Load Cases


Number Name Type

1 DEAD LOAD Dead


2 SUPERIMPOSED Dead

1 DEAD LOAD : Selfweight


Direction Factor Assigned Geometry

Y -1.000 ALL

2 SUPERIMPOSED : Beam Loads


Beam Type Direction Fa Da Fb Db Ecc.
(mm) (mm)
1 UNI kN/m GY -30.001 200.000 - 1.3E+3 30.000

Print Time/Date: 04/04/2025 10:16 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 3 of 9
Job No Sheet No Rev
A017 4 A0

Part
Software licensed to
Job Title A017 Ref

By Date24-Mar-25 Chd

Client PETROKEMYA NORTH File Concrete Block Support.stdDate/Time 04-Apr-2025 09:27

R1 = 1500 mm

Y
Z X
Load 1

SELFWEIGHT

-30.001 kN/m

R1 = 1500 mm

Y
Z X
Load 2

SUPERIMPOSED LOAD

Print Time/Date: 04/04/2025 10:16 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 4 of 9
Job No Sheet No Rev
A017 5 A0

Part
Software licensed to
Job Title A017 Ref

By Date24-Mar-25 Chd

Client PETROKEMYA NORTH File Concrete Block Support.stdDate/Time 04-Apr-2025 09:27

Reaction Summary
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(N) (N) (N) (kN-m) (kN-m) (kN-m)
Max FX 1 1:DEAD LOAD 0.000 79.233 0.000 -0.000 0.000 0.020
Min FX 1 1:DEAD LOAD 0.000 79.233 0.000 -0.000 0.000 0.020
Max FY 2 2:SUPERIMPOSED 0.000 16.5E+3 0.000 -0.495 0.000 -5.078
Min FY 1 1:DEAD LOAD 0.000 79.233 0.000 -0.000 0.000 0.020
Max FZ 1 1:DEAD LOAD 0.000 79.233 0.000 -0.000 0.000 0.020
Min FZ 1 1:DEAD LOAD 0.000 79.233 0.000 -0.000 0.000 0.020
Max MX 1 1:DEAD LOAD 0.000 79.233 0.000 -0.000 0.000 0.020
Min MX 1 2:SUPERIMPOSED 0.000 16.5E+3 0.000 -0.495 0.000 5.078
Max MY 1 1:DEAD LOAD 0.000 79.233 0.000 -0.000 0.000 0.020
Min MY 1 1:DEAD LOAD 0.000 79.233 0.000 -0.000 0.000 0.020
Max MZ 1 2:SUPERIMPOSED 0.000 16.5E+3 0.000 -0.495 0.000 5.078
Min MZ 2 2:SUPERIMPOSED 0.000 16.5E+3 0.000 -0.495 0.000 -5.078

R1 = 1500 mm
X = 0.000 N X = 0.000 N
Y = 16500.000 N Y = 16500.002 N
Z = 0.000 N Z = 0.000 N
MX = -0.495 kN-m MX = -0.495 kN-m
MY = 0.000 kN-m MY = 0.000 kN-m
MZ = 5.078 kN-m MZ = -5.078 kN-m

Y
Z X
Load 2

REACTION

Print Time/Date: 04/04/2025 10:16 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 5 of 9
Job No Sheet No Rev
A017 6 A0

Part
Software licensed to
Job Title A017 Ref

By Date24-Mar-25 Chd

Client PETROKEMYA NORTH File Concrete Block Support.stdDate/Time 04-Apr-2025 09:27

Node Displacement Summary


Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (deg) (deg) (deg)
Max X 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Min X 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Max Y 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Min Y 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Max Z 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Min Z 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Max rX 1 2:SUPERIMPOSED 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Min rX 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Max rY 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Min rY 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Max rZ 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Min rZ 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Max Rst 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Beam End Displacement Summary


Displacements shown in italic indicate the presence of an offset
Beam Node L/C X Y Z Resultant
(mm) (mm) (mm) (mm)
Max X 1 1 1:DEAD LOAD 0.000 0.000 0.000 0.000
Min X 1 1 1:DEAD LOAD 0.000 0.000 0.000 0.000
Max Y 1 1 1:DEAD LOAD 0.000 0.000 0.000 0.000
Min Y 1 1 1:DEAD LOAD 0.000 0.000 0.000 0.000
Max Z 1 1 1:DEAD LOAD 0.000 0.000 0.000 0.000
Min Z 1 1 1:DEAD LOAD 0.000 0.000 0.000 0.000
Max Rst 1 1 1:DEAD LOAD 0.000 0.000 0.000 0.000

Beam End Force Summary


The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest
tension value for an beam.
Axial Shear Torsion Bending
Beam Node L/C Fx Fy Fz Mx My Mz
(N) (N) (N) (kN-m) (kN-m) (kN-m)
Max Fx 1 1 1:DEAD LOAD 0.000 79.233 0.000 0.000 0.000 0.020
Min Fx 1 1 1:DEAD LOAD 0.000 79.233 0.000 0.000 0.000 0.020
Max Fy 1 1 2:SUPERIMPOSED 0.000 16.5E+3 0.000 -0.495 0.000 5.078
Min Fy 1 2 2:SUPERIMPOSED -0.000 -16.5E+3 -0.000 0.495 -0.000 5.078
Max Fz 1 1 1:DEAD LOAD 0.000 79.233 0.000 0.000 0.000 0.020
Min Fz 1 1 1:DEAD LOAD 0.000 79.233 0.000 0.000 0.000 0.020
Max Mx 1 2 2:SUPERIMPOSED -0.000 -16.5E+3 -0.000 0.495 -0.000 5.078
Min Mx 1 1 2:SUPERIMPOSED 0.000 16.5E+3 0.000 -0.495 0.000 5.078
Max My 1 1 1:DEAD LOAD 0.000 79.233 0.000 0.000 0.000 0.020
Min My 1 1 1:DEAD LOAD 0.000 79.233 0.000 0.000 0.000 0.020
Max Mz 1 2 2:SUPERIMPOSED -0.000 -16.5E+3 -0.000 0.495 -0.000 5.078
Min Mz 1 1 1:DEAD LOAD 0.000 79.233 0.000 0.000 0.000 0.020

Print Time/Date: 04/04/2025 10:16 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 6 of 9
Job No Sheet No Rev
A017 7 A0

Part
Software licensed to
Job Title A017 Ref

By Date24-Mar-25 Chd

Client PETROKEMYA NORTH File Concrete Block Support.stdDate/Time 04-Apr-2025 09:27

Beam Force Detail Summary


Sign convention as diagrams:- positive above line, negative below line except Fx where positive is compression. Distance d is given from
beam end A.
Axial Shear Torsion Bending
Beam L/C d Fx Fy Fz Mx My Mz
(mm) (N) (N) (N) (kN-m) (kN-m) (kN-m)
Max Fx 1 1:DEAD LOAD 0.000 0.000 79.233 0.000 0.000 0.000 0.020
Min Fx 1 1:DEAD LOAD 0.000 0.000 79.233 0.000 0.000 0.000 0.020
Max Fy 1 2:SUPERIMPOSED 0.000 0.000 16.5E+3 0.000 -0.495 0.000 5.078
Min Fy 1 2:SUPERIMPOSED 1.5E+3 -0.000 -16.5E+3 -0.000 0.495 -0.000 5.078
Max Fz 1 1:DEAD LOAD 0.000 0.000 79.233 0.000 0.000 0.000 0.020
Min Fz 1 1:DEAD LOAD 0.000 0.000 79.233 0.000 0.000 0.000 0.020
Max Mx 1 2:SUPERIMPOSED 1.5E+3 -0.000 -16.5E+3 -0.000 0.495 -0.000 5.078
Min Mx 1 2:SUPERIMPOSED 0.000 0.000 16.5E+3 0.000 -0.495 0.000 5.078
Max My 1 1:DEAD LOAD 0.000 0.000 79.233 0.000 0.000 0.000 0.020
Min My 1 1:DEAD LOAD 0.000 0.000 79.233 0.000 0.000 0.000 0.020
Max Mz 1 2:SUPERIMPOSED 1.5E+3 -0.000 -16.5E+3 -0.000 0.495 -0.000 5.078
Min Mz 1 2:SUPERIMPOSED749.998 0.000 -0.001 0.000 0.000 0.000 -2.759

Beam Combined Axial and Bending Stresses Summary


Max Comp Max Tens
Beam L/C Length Stress d Corner Stress d Corner
(mm) (MPa) (mm) (MPa) (mm)
1 1:DEAD LOAD 1.5E+3 1.269 0.000 -1.269 0.000
2:SUPERIMPOSED 1.5E+3 325.291 1.5E+3 -325.291 1.5E+3

Print Time/Date: 04/04/2025 10:16 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 7 of 9
Job No Sheet No Rev
A017 8 A0

Part
Software licensed to
Job Title A017 Ref

By Date24-Mar-25 Chd

Client PETROKEMYA NORTH File Concrete Block Support.stdDate/Time 04-Apr-2025 09:27

Steel Design (Track 2) Beam 1 Check 1


<check>
1 ST PIP E (AISC SECTIONS)
PASS Eq. H1-1b 0.999 2
0.00 T 0.00 5078334.50 1500.00

Print Time/Date: 04/04/2025 10:16 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 8 of 9
Job No Sheet No Rev
A017 9 A0

Part
Software licensed to
Job Title A017 Ref

By Date24-Mar-25 Chd

Client PETROKEMYA NORTH File Concrete Block Support.stdDate/Time 04-Apr-2025 09:27

Utilization Ratio
Beam Analysis Design Actual Allowable Ratio Clause L/C Ax Iz Iy Ix
Property Property Ratio Ratio (Act./Allow.) (m2) (m4) (m4) (m4)
1 PIPE PIPE 0.999 1.000 0.999 Eq. H1-1b 2 0.001 0.000 0.000 0.000

Statics Check Results


L/C FX FY FZ MX MY MZ
(N) (N) (N) (kN-m) (kN-m) (kN-m)
1:DEAD LOAD Loads 0.000 -158.466 0.000 0.000 0.000 -0.119
1:DEAD LOAD Reactions 0.000 158.466 0.000 0.000 0.000 0.119
Difference 0.000 0.000 0.000 0.000 0.000 0.000
2:SUPERIMPOSEDLoads 0.000 -33E+3 0.000 0.990 0.000 -24.750
2:SUPERIMPOSEDReactions 0.000 33E+3 0.000 -0.990 0.000 24.750
Difference 0.000 0.000 0.000 0.000 0.000 0.000

Beam Displacement Detail Summary


Displacements shown in italic indicate the presence of an offset
Beam L/C d X Y Z Resultant
(mm) (mm) (mm) (mm) (mm)
Max X 1 1:DEAD LOAD 899.998 0.000 -0.013 0.000 0.013
Min X 1 1:DEAD LOAD 749.998 -0.000 -0.014 0.000 0.014
Max Y 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000
Min Y 1 2:SUPERIMPOSED749.998 -0.000 -3.977 0.000 3.977
Max Z 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000
Min Z 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000
Max Rst 1 2:SUPERIMPOSED749.998 -0.000 -3.977 0.000 3.977

Base Pressure Summary


Node L/C FX FY FZ
(MPa) (MPa) (MPa)
Max FX 1 1:DEAD LOAD 0.000 0.000 0.000
Min FX 1 1:DEAD LOAD 0.000 0.000 0.000
Max FY 1 1:DEAD LOAD 0.000 0.000 0.000
Min FY 1 1:DEAD LOAD 0.000 0.000 0.000
Max FZ 1 1:DEAD LOAD 0.000 0.000 0.000
Min FZ 1 1:DEAD LOAD 0.000 0.000 0.000

Print Time/Date: 04/04/2025 10:16 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 9 of 9

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