drawing manual english 2006-7-14

8/10/2019 Drawing Manual English 2006-7-14

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Drawing User Manual

Automatic Foundation Engineering System

Version 2.5

Revision : 2006.07.14


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1. AFES DRAWING

1) PARAMETER

SHEET SIZE: Size of drawing outline.Drawing Sheet currently supports only A1.

DRAWING SCALE : Set up of Drawing ScaleSet up drawing Scale.It is basically shown as Autometic, and if you click , Scale Adjustment Windowis shown.

You can see layout with the scale, which you choose in Scale Combo Box.Click Ok to apply the Scale.


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OUPUT FORMAT : AutoCAD Drawing FormatAutoCAD Format supports DWG R14, R2000 and DXF R14, R2000.

A standard property is DWG R14.

2) OPTION

Data, as a set up Property for drawing, is saved in Files as below.AfesDraw.set : Drawing DataAfesDraw.bar : Rebar DB Data

These files are needed for activating AfesDraw. If the files do not exist, it is automatically setas Standard Properties.

Drawing Data : Properties to Set up for drawing are as below.Sheet : Set up Sheet FilesFont : Set up Fonts.Layer : Set up Layers.Entity : Set up Objects.

Sheet

Sheet files : Choose Sheet Files for drawing.You can verify in Preview, it applies to all drawings.

Client rect : It represents design area of drawing. It automatically recognizes if you setup as Poly-line of no. 255.


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Font

Font Name : Set up name of Font Style.Font File : Input True type Font File or Vector Font File.

Basically, Romans,shx File is Standard property. You can also apply SHXFile.

Font Path : When you apply SHX file to Font File, set up the location of Directory thatFiles exist in.

Layers

Layers represent List of Layers, which is generated when you activate drawings.You can choose each items, and edit by clicking .Use & & icons to add or delete layers.To delete layers, remove restriction in Entity Group, then you can delete layer.


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Entity

Entity is a List of Object for drawing.You can choose each items, and edit by clicking .


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Rebar DB Data: This is Set up items, as below, of steel bar DB for drawing.KS: Steel Bar DB for KS code

ACI: Steel Bar DB for ACI codeBS: Steel Bar DB for BS code

Lap Length Production Length

The unit of DB can be adjusted using .

The DB can be saved and adjusted for each units.

You can classify items as .


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Changing of Sheet Block

Note) Sheet block currently supports only A1 size.

Open the Sheet block drawing from AutoCAD.

Specify the drawing area of client. Client area has set 255 color polylines, you can specify by

adding Entity.

Set up letter tag of title. Tag is automatically converted to real letter when drawing is worked.

Tag does not affect drawing, so you do not have to use it.

$11 = Drawing Name $14 = Work No.

$12 = Drawing No. $15 = Not on use.

$13 = $16 = Scale

Save drawing in AFES 2.5\DrawApp directory. Save a file with the name start with AFS_.

EX) AFS_A1.dwg

set 255 color polylines Using Rectangle command


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Use drawing as a sheet block. Click option when drawing dialog is shown.

Choose sheet from drawing and AFW_A1 file from Sheet files menu, and then click on the

OK command button.


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2. Bar Schedule

1 Basic Steel Bar1 Basic Steel Bar1 Basic Steel Bar1 Basic Steel Bar

1.1 Main Steel Bar

if (RECT)

Arrange the Steel bar at same intervals assuming the middle point as a base line.

else if (POLYGON)

Arrange the reinforcing bar at same intervals assuming the middle point as a base line.

else if (CIRCLE)

Arrange the reinforcing bar at same intervals assuming the middle point as a base line.


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else if (RING)

Fixed with two circular steel bars.


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2. Pier Steel Bar2. Pier Steel Bar2. Pier Steel Bar2. Pier Steel Bar

2.1 Vertical Steel bar of Pier

Arrange vertical Steel Bars based on Adf Code.

2.2 Tie Bar of Pier

if (structure==OCT_3,4)

no reinforcing bar

else if (structure==TANK1_4)

no reinforcing bar

else

Arrange based on Adf code.

2.3 Sub-stirrup of Pier

401 402 403

90 degree hook 135 degree hook 403 : 90+135 degree hook

451 452

90 degree hook 135 degree hook

if (POLYGON)if (structure==OCT_3,4)

return;

else if (number of surface=8 &&)

code = 402

Cross Arrangement


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else if (T-Type1 or T-Type2)

code = 452

Sides : Arrange at intervals of one reinforcing bar from the third bar.

Middle : Arrange at intervals of one reinforcing bar.

else if (CIRCLE)

code = 452

Cross arrangement in the center.

else if (RECT)

if (structure==OCT_3,4)

return;

else if (structure==HEX)

code = 452

Arrange at intervals of one reinforcing bar from the third bar.

else

Express one side of picture.

The interval of sub-stirrup is between 100mm and 350mm.

if (Vertical bar=odd number)code = 452

3 rows 5 rows 7 rows

else if (Vertical bar=even number)

4 rows 6 rows 8 rows


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2.4 Top bar of pier2.4 Top bar of pier2.4 Top bar of pier2.4 Top bar of pier

if (POLYGON)

{Follow the arrangement of main Steel Bar of Foundation.

}

2.5 T-shaped Top Tie bar of T-TYPE Pier

Square Pier Angular Pier


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3. Bar Information3. Bar Information3. Bar Information3. Bar Information

3.1 Bar Shape


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3.2 Steel bar applied to Lap Length

Steel bar applied to A

BT100BT101

BT103

BT104

Steel bar applied to B

BT902

BT904

Steel bar applied to C, D BT301

BT501

Steel bar applied to B and C. The main steel bar needs connections.

BT103

3.3 Steel bar applied to Extended length

Steel bar applied to B

BT901 : Ext135

BT903 : Ext135

Steel bar applied to C

BT401 : Ext90

BT402 : Ext135

Steel bar applied to B,C. The main steel bar needs extension.

BT103

3.4 Calculation of added steel bar

Hk: winding radius


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Rd: winding length of arc

Alpha = Rd Hk Hk: Added steel bar length

L = A + B + Alpha

rhk90 = 90 degree winding radius Hk - Hk

rhk45 = 135 degree winding radius Hk - Hk

If (AF_BT100) Alpha = 0

Else if (AF_BT101) Alpha = Alpha = (rhk90 * 1);

Else if (AF_BT102) Alpha = Alpha = (rhk90 * 1);

Else if (AF_BT103) Alpha = alpha = (rhk90 * 2);

Else if (AF_BT104) Alpha = 0


Else if (AF_BT401) Alpha = (rhk90 * 5); break;

Else if (AF_BT402) Alpha = (rhk90 * 3) + (rhk45 * 2); break;

Else if (AF_BT403) Alpha = (rhk90 * 4) + (rhk45 * 1); break;


Else if (AF_BT452) Alpha = (rhk90 + rhk45); break;

Else if (AF_BT453) Alpha = (rhk45 *2); break;






drawing manual english 2006-7-14

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