3D-07-13F1-133 SP3D Operator Training Guide Lab6 Structure ...xa.yimg.com/kq/groups/22933957/1946578277/name/3D-07-13F1-133_… · SP3D Operator Training Guide Doc. No.: ... 3D-07-13F1-133_SP3D

Job Code 6-1720-10-0000 Doc. No. 3D-07-13F1-133 <Rev 0>

SP3D Operator Training Guide

Lab 6 Structure Task Training

3D ENGINEERING PROPULSION GROUP

REV DATE REASON FOR ISSUE PREP’D CHK’D APR’D 0 01/May/’09 1st Issue D.Iwata T.Hayami T.Hayami

3D-07-13F1-133_SP3D Operator Training Guide (Lab6 Structure Task)EN.doc Copyright 2007 by JGC Corporation ALL Rights Reserved

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3D ENGINEERING PROPULSION GROUP Job Code: 6-1720-10-0000 SP3D Operator Training Guide Doc. No.: 3D-07-13F1-133 <Rev 0>


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1 OUTLINE ....................................................................................................................................................................... 3

1.1 STRUCTURE TASK ..................................................................................................................................................... 3 1.2 RELATIONSHIP ........................................................................................................................................................... 3

2 STRUCTURE MODELING .......................................................................................................................................... 4

2.1 MODELING OF COLUMN ............................................................................................................................................ 4 2.1.1 Place Linear Member System Command .......................................................................................................... 5 2.1.2 Exercise in Modeling of Columns ..................................................................................................................... 8 2.1.3 Place Columns At Grid Intersections Command .............................................................................................. 9

2.2 MODELING OF BEAM ............................................................................................................................................... 12 2.2.1 Modeling of Beam【Part1】 .......................................................................................................................... 12 2.2.2 Modeling of Beam【Part2】 .......................................................................................................................... 20 2.2.3 Modeling of Beam【Part3】 .......................................................................................................................... 25 2.2.4 Modeling of Beam【Part4】 .......................................................................................................................... 29

2.3 MODELING OF BRACE ............................................................................................................................................. 34 2.3.1 Place Bracing Command ................................................................................................................................ 35 2.3.2 Exercise in Modeling of Brace ....................................................................................................................... 37

2.4 MODELING OF ASSEMBLY CONNECTION ................................................................................................................. 38 2.4.1 Place Assembly Connection Command .......................................................................................................... 39

2.5 MODELING OF STRUCTURE FOOTING ...................................................................................................................... 41 2.5.1 Place Footing Command ................................................................................................................................ 42 2.5.2 Exercise in Modeling of Structure Footing ..................................................................................................... 46

2.6 MODELING OF STRUCTURE PLATFORM ................................................................................................................... 47 2.6.1 Place Slab Command ...................................................................................................................................... 48 2.6.2 Modeling of Landing Platform ....................................................................................................................... 50 2.6.3 Exercise in Landing Platform ......................................................................................................................... 53

2.7 MODELING OF PLATFORM OPENING ........................................................................................................................ 54 2.7.1 Place Opening Command【Part1】 .............................................................................................................. 55 2.7.2 Place Opening Command【Part2】 .............................................................................................................. 60 2.7.3 Place Opening Command 【Part3】 ............................................................................................................ 62

2.8 MODELING OF HANDRAIL ....................................................................................................................................... 65 2.8.1 Place Handrail Command .............................................................................................................................. 65 2.8.2 Exercise in Placing of Landing Platform ....................................................................................................... 68

2.9 PLACING OF STRUCTURE LADDER ........................................................................................................................... 69 2.9.1 Place Ladder Command ................................................................................................................................. 70 2.9.2 Exercise in Placing of Landing Platform ....................................................................................................... 73

3 PLACING OF VESSEL PLATFORM ....................................................................................................................... 74

3.1 PLACING OF PLATFORMS ON VERTICAL VESSEL ..................................................................................................... 75 3.1.1 Placing of Round Platform ............................................................................................................................. 76

3.2 PLACING OF EQP LADDER ...................................................................................................................................... 80 3.2.1 Place Ladder Command ................................................................................................................................. 81

3.3 PLACING OF ROUND HANDRAIL .............................................................................................................................. 84 3.3.1 Place Handrail Command .............................................................................................................................. 85

3.4 EXERCISE IN PLACING ROUND HANDRAIL............................................................................................................... 88

Lab:6 Structure Task Training



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1 OUTLINE

1.1 Structure Task

In Structure Task, pipe racks and structures can be modeled, using linear members.

Furthermore, platforms, stairs, ladders, handrails and structure footings, which are made of structures, can also be modeled, as well as equipment foundations.

In this training, the method to place the members, columns and beams, and the modeling of platforms, stairs, and ladders of vertical vessels on Radial Grid are explained.

Lastly, Structure foundation and Equipment foundation are to be modeled.

1.2 Relationship

In this Task, Relationships can also be set for object. For structures, if the Grid Plane is edited, the linear members with relation to the plane can have their lengths automatically adjusted.

Take note that if the Relations are not correctly placed between linear members and connections, it is expected that various problems would arise when the data structure is interfaced to an external software (e.g. Tekla Structure, STAAD Pro).



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2 STRUCTURE MODELING

2.1 Modeling of Column

Here, Columns for 090-PRK-0013 is to be modeled.

Modeling of Column



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2.1.1 Place Linear Member System Command

Place Linear Member System Command

(1) From File>Define Workspace, set the Filter to 2.1 STD 091-PRK-0013.

(2) Select Civil for Active Permission and WBS Project for Active WBS.

(3) Select Tasks>Structure from the Menu.

(4) From the Toolbar, click on the icon and press down for a few seconds till it expands horizontally. Select the Place Linear Member System command.

Press and hold for a few seconds



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(5) Ribbon Bar will appear, set the parameters as shown below.

Connection： By Rule

System： Civil_AG_STR > 091-PRK-0013 > 2100 RC

Type Category： Column

Type： Column

Section Name： Shapes > RC_JGC > RS > RC600X600

Cardinal Point： 5-Center

Angle： 0 deg

(6) The Start point of Column is set at the point of intersection of Grid lines at EL 16.900 m. To ensure that the correct point of intersection is selected, select the first Grid line by clicking the middle button of the mouse. Then move to the second Grid line and select by clicking the left mouse button.

(1) Middle-click on the first Gridline

(2) Left-click on thesecond Gridline



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(7) The End point of Column is to be set at the point of intersection of Grid lines at EL 22.400 m.

Same as the starting point of Column, click on the middle button of the mouse to select the first Grid line. Then move to the second Grid line by clicking the left mouse button.

(8) Column has been placed on the screen.

(9) To check whether the Column has been placed correctly at the Grid line intersection, set the Locate Filter to Member System. Then click the Column member. If the four Grid lines are correctly related to one another, they are highlighted in yellow.

1

2

3

4

(1) Middle-click on the first Gridline

(2) Left-click on thesecond Gridline



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2.1.2 Exercise in Modeling of Columns

Model three Columns, indicated with an arrow, by correctly relating to the Grid line intersections, as shown in the figure below.



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2.1.3 Place Columns At Grid Intersections Command

To model two or more Columns of the same dimensions, define the Bottom Plane, Top Planes and Grid Intersections where the Columns are intended to be placed.

(1) From Tool Bar, select Place Columns At Grid Intersections Command.

(2) Ribbon Bar will appear, set the parameters as shown below.


Type Category： Column

Type： Column



Angle： 0 deg

(3) The first icon from Ribbon Bar represents Elevation Plane at the Bottom side. From Workspace Explorer select Elevation Plane of EL 16.900 m.



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(4) The second icon represents the Elevation Line at the Top side, select EL 27.900 m from

Workspace Explorer.

(5) The next icon represents the Grid Intersections at which Column is intended to be placed. Change the view to Plan View and Fence select the Grid Intersections.

1点目

2点目



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(6) The Columns will be displayed dynamically in green, click the Finish button to accept the command.

(7) At this time, the model should like the image below. Using the Place Column At Grid Intersections command, the relation between the columns and Grid lines are placed automatically.



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2.2 Modeling of Beam

2.2.1 Modeling of Beam【Part1】

Here, main Concrete Beam for 090-PRK-0013 is to be modeled.

Figure 2-2-1 Modeling of Beam Part 1



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2.2.1.1 Modeling of Top Beam

Place Beams using Frame Connection.

(1) Select the Place Linear Member System command.

(2) Set the parameters as shown below.



Type Category： Beam

Type： Beam


Cardinal Point： 8-Top Center

Angle： 0 deg

(3) Set the Start point of Top Beam by clicking the Frame Connection of the Column.

Frame Connection



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(4) Set the End point of Top Beam by clicking on the Frame Connection of the next Column.

2.2.1.2 Modeling of Middle Beam

If Frame Connection is not available, Beam is to be placed in relation with Column.

(1) Select Place Linear Member System command.

(2) Set the parameters, as shown below.




Type： Beam



Angle： 0 deg

Frame Connection



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(3) To place the Middle Beam, set the Start Point by selecting the intersection between Column and

Grid. To set the intersection between Column and Grid, select the Column by middle-click as the first line, then select the Grid Line by left-click as the second line..

Frame Connections exist only at both ends of the Member. When placing the Middle Beam, the Frame Connection of Column cannot be selected; therefore the intersection of Column and Grid Line will be used to set the correct relationship.

(4) Set the End Point of the Middle Beam by selecting the intersection between the next Column and

the Grid line. Middle click on the next column then left click on the Grid line.

(1) Middle-click on

the Column

(2) Left-click on the

Grid line

(1) Middle-click on

the Column


Grid line



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(5) The Middle Beam is placed with correct Relation.

To confirm the correct relation, select Member System from the Locate Filter then select the Middle Beam. In this case, the Plane Elevation EL 22.400 m and 2 Columns are highlighted in yellow where the Relation was established when the Middle Beam was placed.



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2.2.1.3 Copy & Paste Command

2.2.1.4 Two Beams along Line 1 are to be copied along Line 2, using Copy & Paste Command.

(1) Set Locate Filter to Member System, and, with Ctrl button on the keyboard being pressed, select

2 Members.

(2) From Tool Bar, click Copy Command button.

(3) Click anywhere in the screen as a reference point. The status bar below gives some useful hint.

1

2

3

B

A



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(4) After Copy command, the Paste command will be active. Click on the Paste command.

(5) The Paste dialog box will prompt after the Paste command. This will list all objects and its existing

relationship. In order to copy the members correctly, the relationship information must be re-established to the new destination. As one object after another is being clicked from the dialogue box, objects are highlighted in yellow.

① When Column B-1 highlights in yellow, select Column B-2 as the copy destination.

② Select the next object, when Column A-1 highlights in yellow, select Column A-2.

③ Make sure that the Paste in Place is selected.

④ Click OK button when all relations are established.

⑤ The result should look like the image below. B-1

B-2

A-2

A-1

1

2

43



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2.2.1.5 Exercise in Beam Modeling

Referring to Figure 2-2-1 on Page 12, the remaining Beams shall be modeled with correct relations between them.

All the Beams modeled are shown below.



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Here, Steel Sub Beam of 090-PRK-0013 is to be modeled, using the cursor mark of Smart Sketch Option.

[Figure 2-2-2] Modeling of Beams Part2



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2.2.2.1 Smart Sketch Option Setting

Ensure that the Smart Sketch Option Divisor Point is enabled.

(1) From the menu select Tools > Options…

(2) The Option Dialogue will appear. Go to SmartSketch tab.

(3) Make sure that the Divisor point option is checked 、and the Divisions: field is set to 2.

This mark means that object may be divided into two; the divisor mark will appear at the middle of the object.

(4) If the setting is correct, click on OK button to close the Dialogue.



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2.2.2.2 Modeling of Steel Sub Beam

The next Beams will be placed using the Divisor Point .




System： Civil_AG_STR > 091-PRK-0013 > 3100 STR


Type： Beam

Section Name： Shapes > Japan_JGC > W > H350X175X7X11


Angle： 0 deg



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(3) Move the cursor around the center of the member to indicate the Start point of the Member to be

modeled. The Divisor Point will appear then left-click on Beam to accept the start point.

(4) To select the End point, move the cursor to the opposite side Beam and wait for the Divisor Point

to appear then left-click on the Beam to place the member

(5) To check the relation, set the Locate Filter to Member System and select the sub member. The two existing Beams should highlight in yellow.



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2.2.2.3 Exercise in Modeling of Sub Beam

With reference made to Figure 2-2-2 on page 20, model the remaining Sub Beams with correct relations between them.

All of the Sub Beams that have been modeled are as shown below.



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Here, Steel Beam is to be modeled at EL 27.9 m of 090-PRK-0013, using Place Framing Members

command.

Figure 2-2-3 Modeling of Beam Part3

2.2.3.1 Place Framing Members Command

Place Framing Members command places Framing Members at regular intervals depending on the defined number of Framing Members between the two specified Members.



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(1) Select Place Framing Members command.

(2) Set the parameters, as shown below.

Placement： By Count

Count： 5




Type： Beam



Angle： 0 deg

(3) Select the first Framing Member.

(4) Select the second Framing Member.

2

1



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(5) The new Framing Members will be dynamically displayed, click the Finish button to accept.

(6) Select the third Member to continue placing the Framing Members, click the Finish button to accept.

3



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2.2.3.2 Exercise in Modeling of Sub Beam

Follow the same procedures above to place the remaining Framing Member using the 4th and 5th Beams.

All of the Sub Beams modeled as shown below.

4

5



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Here, Landing Frame for Access Ladder is to be modeled at elevations EL 22.4 m and EL 27.9 m of

090-PRK-0013, using Pin-Point Tool .

[Figure 2-2-4] Modeling of Beam Part4

1500 1500

EL 27.9 m

15001500

EL 22.4 m



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2.2.4.1 Pin-Point Tool

The Start and End points of Member object are to be indicated by entering coordinate values of Pin-Point Tool.

(1) From Common Tool Bar, select PinPoint Tool command。

(2) The Pin-Point Tool ribbon bar will appear.

(3) To change coordinate point of Pin-Point click on Reposition Target. Make sure that the

Rectangular Coordinates button is selected.

(4) Set the coordinate starting point at B-3 Grid intersection at an elevation of EL 22.4 m.

1

2

3

B

A



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2.2.4.2 Modeling of Landing Frame

Landing Frame at an elevation of EL 22.4 is to be modeled.


(2) Set the parameters as indicated below.




Type： Beam



Angle： 0 deg

(3) The start point will be from the intersection of B-3 Column and Grid line at an elevation of EL 22.4

m. Click on the first Colum by middle mouse button and then click on the Grid Line by left mouse button.

(4) Enter coordinate value for the end point in Pin-Point Tool Ribbon Bar as shown below.

(5) To accept the position, click on the screen.

Click on the screen

(1) Middle-click onthe Column


Grid Line



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(6) Confirm that the mode of Member Placement is set on Continuous Mode.

(7) Enter the following coordinate values on the Pin Point ribbon bar.

(8) To accept the position, click on the screen.

(9) For the last member, enter the following coordinate value. At the last point, the following coordinate value shall be entered for the North direction alone.

(10) Click on the Beam to create the relation correctly.

(11) Placement of Landing Frame at an elevation of EL 22.4 is completed.

Single Place Mode Continuous Place Mode

Click on the screen

Click on the Beam



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2.2.4.3 Exercise in Modeling of Landing Frame

Referring to the position or place in Figure2-2-4 on Page 29, model Landing Frame at EL 27.9 m by entering coordinate of Pin-point Tool.

Landing Frames that have been modeled are as shown in the figure below.

15001500

EL 27.9 m



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2.3 Modeling of Brace

Here, Vertical Braces are to be placed for 090-PRK-0013, using Place Bracing Command.

[Figure 2-3] Modeling of Braces



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2.3.1 Place Bracing Command

Using Place Bracing Command, Cross-type or Chevron-type vertical braces can be placed by indicating 2 Columns and a Vertical Beam.

(1) Select Place Bracing command.


Bracing Type： Chevron



Type Category： Brace

Type： Vertical Brace

Section Name： Shapes > Japan_JGC > L > L100X100X10


Angle： 0 deg

(3) For the first two steps, select Colum 1 and Column 2, respectively.

Cross Type Chevron Type

1

2



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(4) For the third step, select the Beam.

(5) The Chevron bracing will be displayed dynamically in the screen. Click on Finish button to accept.

3



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2.3.2 Exercise in Modeling of Brace

Referring to Figure 2-3 given on Page 34, Vertical Brace shall be placed at the remaining 3 places.

When completed, placed Vertical Braces are modeled as shown below.



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2.4 Modeling of Assembly Connection

Structure Task allows the object of the Assembly Connection to be placed in a portion where Members are correctly connected or related to each other.

Assembly Connections creates Base Plate, Gusset Plate and process Cut Backs for Members.

Cutback

Cutback &

Gusset Plate

Base Plate



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2.4.1 Place Assembly Connection Command

(1) From Tool Bar, select Place Assembly Connection command.

(2) Make sure to check the By Rule option from the Ribbon bar, and set the parameters shown below.

Connection： Retain existing

System： Civil_AG_STR > 091-PRK-0013 > Assembly Connection

(3) Select all objects by Fence command.

2

1



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(4) Click the check mark in the Ribbon bar to Accept.

(5) All objects that will be modified by Assembly Connection will be highlighted in Green. Click on the

Finish button to accept and place the assembly connections.

(6) This process might take a while depending on the number of Assembly Connections to be placed. Placement of Assembly Connection has been completed.



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2.5 Modeling of Structure Footing

Footing is to be placed at the Bottom of Column, using Place Footing Command.

[Figure 2-5] Modeling of Structure Footing

EL 16.9 m

Type F2

GL EL 15.0 m

1900

800

500

□600

□2000

EL 13.7 m

Type F3

EL 16.9 m

GL EL 15.0 m

1900

800

□700

□2200

500 EL 13.7 m



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2.5.1 Place Footing Command

(1) From Tool Bar, select Place Footing command.


Placement： By Member

System： Civil_AG_STR > 091-PRK-0013 > 2300 FND

Type： Assemblies > Single > Pier And Slab Footing > RectPierAndSlabFtg

Name： F2

(3) Select 4 Columns for which Footing of “Type F2” is to be placed, click on Accept button in the Ribbon Bar.



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(4) The dynamic display of the Footing will appear, click on Finish button to place the Footing.

(5) From the Locate Filter, select Footings.

(6) To change the size or dimensions of Footing, select 4 Footings and click on Footing Properties

button to open the dialogue.



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(7) The size or dimensions of Footing are to be changed from Properties dialogue.

The default Sizing Rules are set to “Derived”, change to “User Defined” to be able to enter new values.

EL 16.9 m

Type F2

GL EL 15.0 m

1900

800

500

□600

□2000

EL 13.7 m

Change attributes size with the following values. Grout Sizing Rule: User Defined Grout Length: 600 mm Grout Width: 600 mm Grout Height: 1900 mm Pier Sizing Rule: User Defined Pier Length: 600 mm Pier Width: 600 mm Pier Height: 800 mm Slab Sizing Rule: User Defined Slab Length: 2000 mm Slab Width: 2000 mm Slab Height: 500 mm



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(8) After modifying the values, click on OK button to finish the modeling of Structure Footing.



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2.5.2 Exercise in Modeling of Structure Footing

Referring to [Figure 2-5] on Page 41, place Footing of Type F3 for the remaining Columns.

Modeled Structure Footings, as completed, are shown below.

Type F3

EL 16.9 m

GL EL 15.0 m

1900

800

□700

□2200

500 EL 13.7 m

Change attributes size with the following values. Grout Sizing Rule: User Defined Grout Length: 700 mm Grout Width: 700 mm Grout Height: 1900 mm Pier Sizing Rule: User Defined Pier Length: 700 mm Pier Width: 700 mm Pier Height: 800 mm Slab Sizing Rule: User Defined Slab Length: 2200 mm Slab Width: 2200 mm Slab Height: 500 mm



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2.6 Modeling of Structure Platform

Platform is to be placed at EL 27.9 m and EL 22.4 m, using Place Slab Command.

[Figure 2-6] Modeling of Structure Platform



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2.6.1 Place Slab Command

Place Slab Command generates a Plate with a given thickness defined by the boundary area and Plane or Surface.

To define the area of boundary, there are several methods; (1) Select boundary using structure members or grid lines, (2) Draw boundary using Sketch 2D, optionally an object can be selected as Reference to the drawing, (3) Sketch boundary in 3D model by creating a path as boundary lines.

In this training, Slab is to be placed using the first method Select Boundary with Structure Member and Grid Line.

(1) From Tool Bar, select Place Slab command.

(2) Select the plane where Slab will be placed. Choose EL 27.9 m from Workspace Explorer.

(3) To confirm the Plane, click on Accept button.

(4) Select the 4 Grid lines as shown in the image below.

2

3

41



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(5) Set the parameters in the Ribbon Bar as indicated below.

System： Civil_AG_STR > 091-PRK-0013 > Platform & Accessory

Type： SteelGrating 15-W-4

Composition： SG_15-2-32W

Name：

Face Position： Bottom

Total Thickness： 25 mm

(6) To confirm the boundaries, click on Accept button. (7) The new slab will be displayed dynamically, click on Finish button to place on model.



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2.6.2 Modeling of Landing Platform

Landing Platform for Ladder is to be modeled at EL 27.9 m.

(1) From Tool Bar, click the Place Slab command.

(2) Select the Plane EL 27.9 m from Workspace Explorer where the Landing Platform is to be placed.


(4) For Boundaries, select one Grid Line and three Members.

(5) Set the parameters in the Ribbon Bar as shown below.




Name：



(6) To confirm the Boundaries, click on Accept button.

2

3 4

1



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(7) The slab will be displayed dynamically, click on Finish button to place.

(8) From the Locate Filter, change to Slab Assembly Connections.

(9) Select Slab Assembly Connection whose edge is to be changed, and then open the Properties Dialog Box.

When the Slab boundary is defined by Member, the default edge of Slab is generated basedon the edge of the Member.

2

3

1



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(10) Select Centerline (axis) of a bounding member for Port Face Position.

(11) Click on OK button to save the changes. The slab will extend to the center of the Beam as shown on the screen.



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2.6.3 Exercise in Landing Platform

Place Landing Platform for Ladder at EL 22.4 m.

Successfully modeled Landing Platform should be same as shown below.

EL 22.4 m



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2.7 Modeling of Platform Opening

Place Opening Command places openings or hollows by defining an area in which they are to be generated for Slab or Member specified.

To define the area for opening, there are several methods; (1) Select boundary using structure members or grid lines, (2) Draw boundary using Sketch 2D, optionally an object can be selected as Reference to the drawing, (3) Select from the pre-defined Shape symbols from the Catalog Browser.

[Figure 2-7] Modeling of Platform Opening



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2.7.1 Place Opening Command【Part1】

In this training, Openings will be placed by Sketch in 2D with selected object as reference.

(1) From Tool Bar, click on Place Opening command.

(2) Select Slab in which Opening is to be placed.

(3) Click on the Add Reference to Sketch 2D button and select the Beams as shown below.

Slab

2

3

51

4



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(4) Click on Draw to open the 2D Sketch View.

(5) On the 2D Sketch View, click File > Properties to confirm the unit system for Length.

(6) Switch to Units tab, confirm that Unit of Length is “mm”, and click on OK button to close the

dialog.

(7) Go to Tools > PinPoint from the Menu.



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(8) Set the place of Origin in the lower left corner.

(9) Select Rectangle from Tool Bar.

(10) Set the parameters as shown or indicated below.

(11) To accept the place or position of Shape, click on the screen to place the Shape.

(12) Select Rectangle from Tool Bar again.

Rectangle Shape Parameters

Coordinate points of PinPoint Tool

Click on screen



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(14) To accept the place or position of Shape, click on the screen to place the Shape.

(15) Select Circle by Center Point from Tool Bar.


Click on screen



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(17) To accept the place or position of the Shape, click on the screen.

(18) Click on Close button to close the 2D Sketch View.

(19) Back on 3D view, the shapes will be displayed dynamically, click on Finish button to confirm.

Click on screen



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2.7.2 Place Opening Command【Part2】

Shown below is training for placing Shape Symbol on 2D sketch from Catalog.

(1) From Tool Bar, click on Place Opening command.

(2) Select Slab where the Opening is to be placed.

(3) Click on Draw to start up 2D Sketch.

(4) Click the Open Catalog Browser button.

(5) From the Catalog、select SquareOpening 1200/R250 and click on OK button.

Slab



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(6) Press the right button of the mouse to open Properties of 2D Symbol.

(7) Change the value for X origin and Y origin as shown below then click on OK button.

(8) After the Symbol moved to the specified coordinates, click on Close button to close the 2D Sketch.

(9) Back on 3D view, the shapes will be displayed dynamically, click on Finish button to confirm.



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2.7.3 Place Opening Command 【Part3】

Shown below is training for Opening using Beam and Grid Line as boundaries.

(1) From Tool Bar, click on Place Opening command. (2) Select Slab where the Opening is to be placed.

(3) Select the four Beams for Boundary, as shown in the figure below.

(4) To confirm the selected boundaries, click on Accept .

(5) The opening is displayed dynamically, click on Finish button to accept.

Slab

2 3

41



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(6) To change or modify offset of Boundary, from the Locate Filter change to Openings.

(7) Select the Opening from the screen.

(8) Click on Define Boundaries Offsets from the Ribbon Bar.

(9) Boundaries Offsets dialog box will appear, select Member A & B and set the offset Value to

“-1000mm”. The member must highlight upon selection from the list.

(10) Click on OK button to close the dialog box.

Opening

Ｂ

Ａ

Ａ

Ｂ



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(11) The Offset values set are reflected as shown below.



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2.8 Modeling of Handrail

Handrail is to be placed around Platform, using the Place Handrail Command.

2.8.1 Place Handrail Command

(1) Click on Place Handrail command.

(2) Select Handrail dialog box will appear, browse through the hierarchy and select TLNG_STRHandrailPad_R.



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(3) Specify Path for placing Handrail. Click at the end of the Beam for the starting point of Path.

Frame Connections or intersection between Members may also be specified.

(4) Set the Plane Option to Plan Plane Mode. (This is optional, but it is easier to specify Path.)

(5) Specify the second point to the end point of Path continuously, as shown below.

(6) To finish the Path, click on Finish button.

2

3

4

Start

5

6

End



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(7) Set the parameters in the Ribbon Bar as shown or indicated below.


Type： Handrails > Handrail TypeA Top Mounted > LNG_STRHandrailPad_R

Name：

Face Position： None

Total Thickness： None

(8) The handrail will be displayed dynamically, click on Finish button to place on model.



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2.8.2 Exercise in Placing of Landing Platform

Place Handrail on Landing Platform at EL 22.4 m.

Placing of Landing Platform has been completed, as shown below.

EL 22.4 m



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2.9 Placing of Structure Ladder



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2.9.1 Place Ladder Command

Place Ladder command places a Ladder by specifying the Top Edge and Bottom Plane for the Ladder length, Reference Edge for the horizontal distance, and Ladder Position where the ladder will be installed.

(1) Click Place Ladder command.

(2) Set the parameters in the Ribbon Bar as indicated or shown below.


Type： Ladders > TLNG Ladder > TLNG_STRLadder_Type1_L2

Name：

(3) Select the Grid Line as the Top Edge for the Ladder.

Top Edge



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(4) Select Slab at EL 22.4 m for the Bottom Plane.

(5) Select Beam as the Reference Edge where the horizontal position of the ladder is to be

referenced.

(6) The ladder will be displayed dynamically from the screen, change the Horizontal Offset in the

ribbon bar to -400 mm, and adjust the direction using the Side button.

Bottom Plane

Reference Edge



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(7) Click on Finish button to place the Ladder.

(8) To change the dimensions of Ladder after it has been placed, select“Ladders”for Locate Filter.

(9) Select Ladder and then click on Ladder Properties.

(10) Change Wall Offset value to 550 mm then click on OK button to finish. This will adjust the distance of the Ladder from the Wall.



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2.9.2 Exercise in Placing of Landing Platform

Place the ladder from elevation plane EL 22.4 m to EL 16.9 m, as shown on the figure below.

For the Bottom Plane, select El 16.9 m from Workspace Explorer.

Use the parameters below. (For the other portions, use the same settings as indicated in 2.9.1)

Type： Ladders > TLNG Ladder > TLNG_STRLadder_Type1_R2

Wall Offset： 550mm

Top Edge

Bottom Plane Reference Edge



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3 PLACING OF VESSEL PLATFORM

Shown below is training for placing Round Platform, Handrail and Ladder for Vertical Vessel 041-D-1002.



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3.1 Placing of Platforms on Vertical Vessel

Here, Round Platforms at EL 25.0 m and EL 21.0 m are to be placed



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3.1.1 Placing of Round Platform

(1) From File > Define Workspace, set Filter to 3.1 EQP 041-D-1002.

(2) Select Civil for Active Permission and WBS Project for Active WBS.

(3) From menu, go to Tasks > Structure. * Where Civil and WBS Project are already selected, they will not appear in the Menu.

(4) From Tool Bar, select Place Slab command.

(5) For the Plane, select EL 25.0 m from Workspace Explorer




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(7) Select the five Grid Lines as shown in the image below. These will be the platform boundaries.

(8) Set the parameters in the Ribbon Bar as shown below.

System： Equip > A330 > 041-D-1002 > 041-D1002_PF



Name：



(9) To confirm the selected Boundaries, click on Accept button. (10) The Round Platform will be displayed dynamically in screen. Click on Finish button to place the

Round Platform.

2

34

1

5



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(11) To place Platform at EL 21.0 m, click on Place Slab command.

(12) Select EL 21.0 m from Workspace Explorer.


(14) Select the 10 Grid Lines as shown in the image below. These will be the platform boundaries.

(15) Set the parameters in Ribbon Bar as indicated or shown below.

System： Equip > A330 > 041-D-1002 > 041-D1002_PF



Name：



3

7 4

1

5

2

6

8

9

10



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(16) To confirm the selected Boundaries, click on Accept button.

(17) The Ribbon Bar will automatically move to the next icon Select Patches to Compose the Slab,

because there are ambiguous boundaries defined.

(18) Click on three areas as shown on the screen to form the required boundary.

(19) To confirm the Boundary, click on Accept button. (20) The Round Platform will be displayed dynamically in the screen. Click on Finish button to place

the Round Platform.

2

1

3



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3.2 Placing of EQP Ladder



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3.2.1 Place Ladder Command

(1) Select the Place Ladder command.

(2) Set the parameters in Ribbon Bar as shown or indicated below.

System： Equip > A330 > 041-D-1002 > 041-D-1002_PF

Type： Ladders > TLNG Ladder > TLNG_EQPLadder_TypeA_R

Name： LD-1

(3) For the Top Edge, select Grid Line at EL 25.0 m as shown below.

(4) For the Bottom Plane, select Slab at EL 21.0 m.

Top Edge

Bottom Plane



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(5) The dynamic display of the Ladder will appear on screen. Change Horizontal Offset in Ribbon Bar

to 800 mm.


(7) Click on the Place Ladder command to place the second ladder.



Type： Ladders > TLNG Ladder > TLNG_EQPLadder_TypeA_R

Name： LD-2

(9) For the Top Edge, select Grid Line at EL 21.0 m.

Top Edge



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(10) For the Bottom Plane, select Slab at EL 15.85 m from the Workspace Explorer.

(11) The ladder will display dynamically, but change Horizontal Offset in the Ribbon Bar to 300 mm.




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3.3 Placing of Round Handrail

Circular Handrail is to be placed around the Round Platform.



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3.3.1 Place Handrail Command

(1) Select the Place Handrail command.

(2) Indicate the start point of the Path to place the Handrail. In this figure, we select the intersection of grid line. However, we can also use the endpoint of arc or end point slab.

(3) Set Plane Option to Plan Plane mode.

(4) Set the Path Type mode to Arc By 3 Points.

Start



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(5) Specify the second point and third point of the Arc as shown below. In this case, the intersection between Grid Line and the Arc is specified. Moreover, the intersection between the end points of Arc and Slab may be specified instead.

(6) Return the Path Type mode to Line.

(7) Set the End Point as shown below.

2

3

End



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(8) To finish the Path, click on Finish button.



Type： Handrails > Handrail TypeA Top Embedded > TLNG_EQPHandrail_L

Name：

Face Position： None

Total Thickness： None

(10) The rounded handrail will be displayed in the screen. Click on Finish button to place.



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3.4 Exercise in Placing Round Handrail

Place a Round Handrail on Platform at EL 21.0 m of Vertical Vessel.

To define Path, reference should be made to the figure or drawing given below.

When completed, Round Handrail is to be placed as shown below.

2

3End

Start

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