Revit 2
Revit 2
A. Introduction to Revit
Before starting to use Revit, we need to know some important things such as file
storage locations, how to open the application, how to start a new project, getting to
know the interface, and basic settings such as units.
This module uses Revit 2021 Education, in general it can still be used for users of
other versions of Revit with some adjustments.
Template File Location
The first step before operating the Revit application is to know the location of the
template file that will be used. The following are the default locations of several
Template files, Component Libraries and Families in Revit that will be used,
especially those using English.
Local disc (C:) => ProgramData => Autodesk => RVT 2021 => Family Templates
=> English
Local disc (C:) => ProgramData => Autodesk => RVT 2021 => Libraries
=>English
Local disc (C:) => ProgramData =>Autodesk =>RVT 2021 => Templates
=>English => DefaultMetric: Architectural Template=>
Structural Analysis-DefaultMetric: Structural Template
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1. In page Options=> choose menu File Locations =>Appear table Project templates:
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2. In the Project templates table: => check the location Path location of the Metric-
Structural Template storage
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4.Appear page Browse for Template File make sure location Already correct in:
Local disc (C:) => ProgramData => Autodesk => RVT 2021 => Templates
=>English
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a. Field work
b. Properties
c. Menu
d. Visuals Style
e. Options Bar
f. Project Browser
For the convenience of using the Properties and Project Browser panels , it is best
to move one of the panels to the other side of the work area.
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1. Properties
a. Instance Properties
Every change information Which done on Instance Properties only will
affects only the currently selected Component or Family
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b. Type Properties
Any data changes in Type Properties will affect all other Component types and
Families of the same type.
Click Edit Type For enter to page Type Properties.
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c. Type Selector
For choose type Component or Family certain
2. Menu Ribbons
Consists of several menus that are grouped into several sections such as
Architecture, Structure, Steel, Precast, System, Insert, Annotate, Analyze, etc.
Each menu consists of several ribbon which has the function of making,
modifying, setting And and so on.
a. Menu , For modeling architectural components such as doors, roof windows,
ceilings and so on.
b. Menu Structure , For modeling structure beam, wall, column, floor etc.
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g. Menu Massing & Site, For needs modeling site, surface, contour And
topography
Picture I.23 Menu Massing & Site
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i. Manage Menu , to set project information, materials, units used and so on.
3. Visual Style
Part This consists of from a number of tool Which useful For arrange
appearance object in active areas of work
b. Detail Level , For arrange level appearance details object customized with
type modeled object
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4. Options Bar
For input data variable from order Which currently active used
5. Project Browser
For access all matter Which related with parts from project Which being
created, such as views , families , groups and so on.
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Evaluation
Based on material Chapter I, answer it question following:
1. election appearance field Work on Autodesk Revit can found on ...
2. In Autodesk Revit, if we can choose the view field of work with options such as East or
North, then we are working on...
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III. Reference
In module This We will make details model bridge based on data reference following:
A. Data Technical:
1. Amount span : 2 (two)
2. Long span : 40 m + 40 m
3. Main structure : girder concrete prestressing profile I
4. Abutment : concrete boned, wall full
5. Pillars : concrete boned, column single
B. Specification Material
Following This specification material concrete And steel Which used.
2. The abutments to be created in this module use the appropriate dimension size
references. the following table.
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3. The abutment shape to be created in this module uses the following image
choose Wrong One view, for example East double click on East
Picture III.1 Project Browser – Elevation - East
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2. Type the new Level description: Bridge floor => Click in an empty area to end
and save the Level name changes so that the description changes will not only
appear in the work area, but also in the Project Browser.
3. For agree change Name Level, on Confirm Level Rename => click Yes
4. The Level description has changed to Bridge Floor , both in the work area and in
the Project Browser.
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2. Double click at the existing Level elevation figure which will changed => type mark
elevation the new one=> Enter
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3. Type mark distance between Level Floor Bridge with Level Focus Girder: 2000
mm =>Enter
4. Point the Level tip to the right =>Click on the Extension point to align it with
the other end of the Level.
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5. Click Esc For end order making Level => Then change information Level
becomes Girder Support
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6. repeat step in on For make Level Which other from abutment. All change Level
description so that it becomes like the following image
7. If the display of the description and elevation Level become overlapped like the
image above, it is caused by the use of a scale of 1:100 which is too large, to tidy
up the display, a scale change needs to be made. At the bottom left of the work
area, select a scale of 1:25
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Appearance information And elevation Level become shrink And more neat like Picture III.17
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A. in a way manual
1. on Menu choose File Save US Project
2. Appear page Save US determine location storage File Project give Name File Project (eg
GIRDER BRIDGE ) make sure Files of type: is selected Project Files (*.rvt) Click Save
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1. On Project Browser choose Views (all) Structural Plans double click on Floor Bridge
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3. There are 4 View symbols that appear in the work area as object display boundaries, including
North, East, South And West. We can access Wrong One View with method double click on one of
the existing View symbols.
2. Click anywhere on the work area to define the top edge of the Grid point down, follow the
Vertical reference line to create a perpendicular Grid click to define the bottom edge of the Grid
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3. continue make Grid next, point cursor to right, Then type distance The next grid, for example
40000 mm
4. point cursor to lower follow line guide Vertical and Extension Then click on point aligned
with the bottom end of the previous Grid
C. Duplicate Grid
Grid creation can be done by duplicating an existing Grid with a certain distance using the Copy
modification command .
1. choose Grid which will doubled
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For double up Grid in a way parallel upright straight (ortho), activate Constraints . To multiply
repeatedly, enable Multiple .
4. activate box Constraints , choose Grid Which will duplicated point cursor to right type the
Grid multiplication distance value ( 40000 )
5. press Enter
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6. steps making Grid horizontal exactly the same with steps vertical Grid creation. The difference is
only the initial and final position of the Grid which starts from the left side to the right or vice
versa. The horizontal Grid position in this module represents the position of the bridge's
longitudinal axis or axle and the girder axle. The steps for duplicating the horizontal Grid are also
exactly the same as the steps for duplicating the vertical Grid.
With the same steps as above, create a horizontal grid for the girder axle position referring to figure
V.15.
b. click, hold and drag away from the outermost Grid release at the desired position (to the left
of the outermost Grid)
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b. Click on the View Symbol move the cursor to the right Click outside the outermost Grid
position, or type the displacement distance value (eg 40000 ) then press Enter
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2. on page New Family – Select Template File choose folder English choose Metric
Structural Foundation Click O pen
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3. Now we are working on Family 1, this can be seen in the Project Browser which displays Family 1.
with default appearance Which served is Ref. Level, that is appearance looks above. The work area
display will change to look like the following image:
Left
Picture VI.5 Appearance field Work Elevation Left
2. Arrange Grid And Level
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line grid existing can We set like for example extended with method:
a. click Grid vertical
b. Click the pin symbol on the vertical grid until a red cross appears as a sign that the grid can be
modified.
c. click end lower Grid, stand And drag ( drag ) to direction lower until position Which wanted
let go
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d. The vertical grid will be the abutment wall axis line. While the Ref. Level line is due to its
elevation. 0 so will become The same with Level Floor Bridge . Elevation Ref. Level This will
later become a reference for the equation when inserting the Abutment Family file into the
GIRDER BRIDGE Project file.
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2. in page Save As , on Save in determine location storage files Family on File name: write the
name of the Family file (eg Family Abutmen ) make sure Files of type: is selected Family Files
(*.rfa) Click Save
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1. First we will create a reference plane for the thickness of the abutment wall B7 with distance of
900 mm using the vertical grid as a reference.
a. choose menu Create on group Date , choose Reference Plane
c. Because thick wall abutment B7 is 900 mm And We make Grid new based on Grid US
abutment Which Already There is, so We must make Grid new with distance each 450 mm to
the left and right of the Grid axis using Offset.
On Options Bar type mark Offset: 450
d. point cursor approach Grid vertical after appear line intermittent Then click on the work area
New Grid appears
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The creation of the next Grid does not have to be based on the Grid as abutment, but can be
made based on other existing Grids, if they are not measured against the abutment axis.
e. Repeat step in on For make Grid vertical on side other so that get results like the
following image:
E. Make dimensions
next We give dimensions on Grid Which Already There is
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2. click on the left Grid click on the middle Grid click on the right Grid end the command by
clicking in the empty area
4. The thickness of the B7 abutment wall is the same on the left and right sides. If at some point the
size of B7 is to be modified, then this dimension distance can be adjusted to always be the same in
the following way:
In the dimensions, click on the EQ text crossed then the dimension value of 450 will change to
EQ, this means that if there is a change in dimension B7, it will be divided equally by 2 ( EQ =
equal ).
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5. in the same way as in the previous step, create the dimensions from the left Grid to the right. The
right grid is above the existing dimensions. The result is as shown in the following image;
F. Arrange Parametric
Family abutment Which We for This will nature parametric, that is Family Which can modified size
with method input mark on properties parameter Which Already defined. This is useful to
accommodate any changes in the dimensions of the Family model that may occur. By setting it as a
parametric Family , the change process does not need to be done. with make repeat Family new, but
Enough with give input mark on certain parameters only so that the size and dimensions of the Family
will change.
For provide definition information a parameter needs to be created Label parameters. Here This is how
to create a parameter label with an example on variable B7.
1. on the panel above, click Modify click on the dimension you want to made into a Label
(dimension that has a value)
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3. Then will appear page Parameter Properties on group Parameter Data , write
B7 on Name: choose Type click OK
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Picture VI.29 Results making Grid, Level, Dimensions And Label Parameter on Family
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total abutment height by only inputting a value for one parameter, namely the Total Abutment Height
parameter.
To create the parameter, one of the existing parameters as shown in the image above needs to be
deleted first. Generally, changes in the total height of the abutment occur in the abutment wall section,
which in this case is represented by parameter H4, so parameter H4 is deleted to become a free
variable in the total height of the abutment.
1. Delete Label parameter H4
2. for return dimensions in used H4 earlier, But No need made become Label parameter
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3. Create the Total Height dimension of the Abutment in the same way as the Label creation step.
parameter. Dimensions taken from line Level Floor Bridge ( Ref. Level ) until with the bottom of
the pile cap sole. Then the dimensions are set to Data Parameters named Total Abutment Height .
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4. Test Parameter Total Tall Abutment , whether Can used with OK, in the menu
select Modify In the Properties group, select Family Types
5. appear page Family Types search Parameter Total Tall Abutment , change Value become
10000 click Apply click OK
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6. mark parameter Total Tall Abutment succeed changed from 7100 become 10000 , and
resulted in the H7 high changing from 4000 to 6900
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2. on appearance field Work Ref. Level This only There is 1 Grid vertical that is line US Abutment
and some horizontal grids that have been created for the abutment cross-section in the previous
stage
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3. Arrange Grid
Line Grid US abutment (line vertical) so that extended to direction on And to direction down to
pass the top and bottom horizontal grids.
a. click Grid vertical
b. click symbol pin on Grid vertical until appear sign cross red so that Grid can be modified
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c. click end lower Grid, stand And drag ( drag ) to direction lower until pass Bottom
horizontal grid let go
d. Click the top end of the Grid, hold and drag upwards until it passes the top horizontal Grid let
go
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c. Because Wide Total Abutment is 10000 mm, so on offset We Contents mark 5000 as the distance
to the Grid as the bridge
on Options Bar type mark Offset: 5000
d. move the cursor closer to the left side of the vertical Grid After the dotted line appears, click on
the left side of the vertical grid Move the cursor closer to the right side of the vertical Grid
After the dotted line appears, click on the right side of the vertical grid until 2 new vertical grids
appear on the right and left sides as in image VI.47.
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K. Make dimensions
next We give dimensions on Grid Which Already There is
1. choose menu Annotate on group Dimension choose Aligned
2. click on the left Grid click on the middle Grid click on the right Grid end the command by
clicking in the empty area
3. The Total Width of the Abutment is the same on the left and right sides. If at any time the Total
Width of the Abutment is to be modified, then the distance of this dimension can be adjusted to
always be the same in the following way:
in the dimensions, click the crossed EQ text then the dimension value 10000 will change to EQ
This means If happen change dimensions Wide Total Abutment so will divided by 2 equally (EQ
= equal ).
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L. Make Label
So that size wide abutment This can nature parametric, so its dimensions need made into parameter
labels so that they can be changed regularly and in a pattern.
1. in the same way as in the previous step, create the dimensions from the left Grid to the right. The
right grid is above the existing dimensions. The result is as shown in the following image;
2. on panel in on, click Modify click on dimensions Which will made become Label
4. Then will appear page Parameter Properties on group Parameter Data , write
Wide Total Abutment on Name: choose Type click OK
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6. continue making Field Reference And Dimensions on part abutment that other according to the
reference image above so that the result is like the following image;
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b. The Work Plane page appears because we will work on making cross-sectional drawings on
field looks side Left and right, so on Specify a new Work Plane choose Name
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e. Next, direct the cursor to the other corner points of the abutment cross-section by following the
existing reference line (e.g. to the bottom right corner of the abutment sole)
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f. continue interesting line cross section abutment to dot, dot, dot corner cross section abutment
others (according to the abutment cross-section image above)
g. If picture cross section abutment Already finished made, furthermore on group Mode , click
Finish Edit Mode (sign tick color green)
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2. In the work area, models of abutments and wing walls have appeared, but the width of the model
not in accordance with the Total Width of the Abutment and the width of the wing wall
3. To change the width of the abutment, we only need to extrude the model to the right or left on the
blue triangle mark on one side, for example the right side, click and drag until stick to the
rightmost grid line let go
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4. Family abutment model can follow the grid line parameters, click the padlock symbol until it
changes to locked
5. repeat step in on For shift side left abutment until stick on Grid far left . Don't forget to click the
lock icon until it locks on the leftmost Grid
6. repeat step change wide abutment For arrange wide wall wing.
select the wing wall model Click the right side arrow, drag it until it sticks to the rightmost Grid
let go then click the padlock icon until it is in the locked position
7. repeat step in on For shift side left model wall wing to Grid second from right as in the following
image, don't forget to click the lock icon until it locks
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8. For make wall wing on side left, We use model wall wing Which Already there is by utilizing the
Mirror command. The mirroring axis uses the Grid axis center of the abutment
choose model wall wing on group Modify choose Mirror – Pick Axis
9. Click Grid as center of abutment on the left side a new wing wall model appears. On the wing
wall model wing Which new just formed, key part side left model on Grid most left. And also lock
the right side of the model on the second Grid from the left.
10. If thick wall wing planned as parametric, so need made dimensions, then the dimensions are
changed to parameter labels as in the following example.
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11. For see results making model abutment And wall wing, change appearance field work becomes 3
dimensions
on Project Browser choose Views (all) 3D Views View 1
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2. appear page Family Types search Parameter Wide Total Abutment , change Value to
5000 klik Apply
on page Family Types search Parameter Total Tall Abutment , change Value become
12000 click Apply
on page Family Types search Parameters B8 , change Value to be 8000 click Apply
5. If the test has successfully changed the model size parametrically, then return it. parameter value
abutment previously before testing it. Or click Cancel undo until the abutment model size returns
to its original state.
P. Implementation Material
So that software Revit can count volume material abutment, so on model Family
abutment This We give material in accordance table material in on.
1. choose model Which will given material (click object abutment)
2. on panel Properties search Materials and Finish click By Category in side right
Material click knob with three point in side right By Category
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4. We will make material new that is Concrete Fc' 30, Because material the Not yet available, then we
make a new one based on similar materials that are already available on the list, namely Concrete –
Cast-in-Place Concrete
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on list Project Materials: All We choose Concrete – Cast-in-Place Concrete click right
Duplicate
Picture VI.84 Project Materials: All - Duplicate
30 Mpa Enter
Gambar VI.85 Project Materials: All - Rename
7. For see appearance results implementation material, on Visual Style choose Realistic
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8. For apply material on wall wing, If type the material The same with abutment, then the steps are as
follows;
a. choose wall wing Which will given material
b. on panel Properties search Materials and Finish click By Category in side right
Material click knob with three point in side right By Category
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c. Appear page Material Browser on list material Project Materials: choose Concrete
Fc' 30 Mpa click OK
d. repeat stages in on For provide materials on element wall the wings that other
e. Don't forget save files Family Which currently done
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Evaluation
Based on material Chapter VI, make it model details with provision as following:
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2. If We want to enter Family to in Project at a time close Tab Family , then; in the Family Editor
group select Load into Project and Close
3. open the GIRDER BRIDGE project file , set the work area display to be top view at the Bridge
Floor level . This step is done so that the elevation of the Ref. Level Family Abutment is the same
as the position of the Bridge Floor level .
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a. on Project Browser choose Views (all) Structural Plans double click Floor Bridge
b. or If files Project BRIDGE GIRDER Still open, direct click tab Floor Bridge
5. on panel Properties Already appear Family Abutments, on corsair Also Already come on stage
Family
Abutment Which Ready placed
1. If position Family Abutment parallel with ace bridge like picture in above, then need to be
rotated so that it is perpendicular to the bridge axle
on keyboard press space (space) until position Family Abutment upright straight to bridge axle
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b. change appearance field Work become South For see whether position elevation Family
Abutment Already parallel with elevation Floor Bridge
c. repeat step in on For put Family Abutment side left on intersection of axis 1 and C
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C. Extend Grid
If Grid US bridge not enough long, Can extended with:
1. choose Wrong One Grid click end Grid stand And drag ( drag ) to direction Which wanted
let go
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with method Which The same, extend Also end Grid Which other
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2. position Family Abutment will move down to Level Focus Girder, like picture below this
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5. For finish process making object cross section plate step on , on group Mode
click Finish Edit Mode (sign tick color green)
C. Arrange Wide Plate Step on
1. Change appearance field Work on Ref. Level
2. Click sign aspect three blue Wrong One side plate step on, for example side right, click And
drag ( drag ) until it sticks to the appropriate reference plane line let go
3. Repeat For arrange position side left plate step on
4. Key side right And left plate step on on line Field reference
5. Results arrangement wide plate step on as following
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6. Check results making plate step on. Change appearance field picture become 3D Views
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2. On the Work Plane page because we will describe the family cross-section on the left/right side
view plane, then in Specify a new Work Plane select Name select Reference Plane: Center
(Left/Right) Click OK
3. Then in a way automatic We will enter in Menu Modify | Create Extrusion on group
Draw choose Rectangle
4. On field picture make object side four with way click on corner left bottom footing
pillar click on corner right top footing pillar
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Picture IX.9 Click in corner left bottom and corner right top footing
5. key all side cross section model footing on line field reference
Picture IX.10 Side cross section footing locked on line field reference
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7. If picture cross section footing Already finished made, furthermore on group Mode click
Finish Edit Mode (sign tick color green)
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2. To change the width of the footing , we extrude the model to the right or left. Click the blue
triangle on one side, for example the left side, click and drag until it sticks to the leftmost
reference plane line let go
3. Key model footing side left on line Field reference side left
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Picture IX.16 Lock model footing side left on line Field reference side left
4. Repeat stages in on on model footing side right, so that the result like picture following.
5. Change appearance become 3D, click icon Default 3D View (icon picture House)
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1. the Blend command is to form a 3-dimensional object based on two 2-dimensional objects of
different shapes, sizes and positions (elevations). In creating this trapezoid element, we will create
a rectangular object that is the same size as the existing footing and a rectangular object that is
smaller in size at a higher elevation.
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4. Then in a way automatic We will enter on menu Modify | Create Blend Base Boundary
5. We for Formerly field rectangle four as base boundary , on Group Draw choose Rectangle
6. In the image field create The first rectangle of the Base Boundary is in the same position as the
existing footing element click on the top left corner click the bottom right corner
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Picture IX.27 Side rectangle Base Boundary locked on line Field reference
8. After the bottom section is made, next we make the top section. Still in the Modify menu | Create
Blend Base Boundary In the Mode Group, select Edit Top to create a top Blend section or
boundary
9. For object rectangle four second Top Boundary Which more small with method Which The same
at number 6
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Picture IX.30 Results locking side rectangle Top Boundary on line Field reference
11. For finish process making object Top Boundary, on group Mode click Finish Edit Mode (green
check mark)
12. Following This looks on results making object element trapezoid footing , on picture looks like
there is four line diagonal Which connect fourth corner rectangle four Base
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Boundary And Top Boundary , matter This to signify that object trapezoid Already made in 3
dimensions.
Picture IX.33 Looks side left results making object trapezoid 3 dimensions
2. Click sign aspect three blue side on, click And drag ( drag ) until stick on line Appropriate
reference field let go
3. Change appearance field Work become 3 dimensions For inspect results making part
footing Which shaped trapezoid
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c. Click on point cross axis field reference vertical And field reference horizontal in the middle of
the pillar as the center point of the circular cross-section click anywhere to define the edge or
diameter of the circle
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d. Next we will create parameters for the size of the pillar cross-section circle. Select the Modify
Menu In the Properties Group, select Family Types
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g. Return in page Family Types Give mark Diameter Pillar for example 1300 mm
Then click knob OK
h. Furthermore We for dimensions For diameter circle cross section pillar. Choose menu
Annotate on Group Dimension choose Diameter
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k. Reference Line circle will change size according to the Pillar Diameter size specified in the
Dimension Label.
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c. Click on point cross axis field reference vertical And field reference horizontal in the middle of
the pillar as the center point of the circular cross-section click anywhere to finish Circle
creation
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c. Key size cross section pillar so that follow size Reference Line
d. For finish process making object cross section circle pillar , on group
Mode click Finish Edit Mode (sign tick color green)
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Next, we adjust the height of the pillar column according to the elevation based on the Level line
that has been created.
a. Change appearance field Work become Elevation – Left
b. Click on the blue triangle on one side, for example the bottom side, click and drag until it
sticks to the appropriate Level line let go
c. Repeat step in on For arrange position side on pillar
d. Key side lower And on on line Level
e. Results arrangement tall column pillar as following
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c. The Type Properties page appears set the parts of the pillar elements that need to be changed,
especially on wide or long footing And pierhead customized with wide bridge. Click the Apply
and OK buttons to apply the size changes
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d. Change appearance field Work become 3D View For know results arrangement size
family pillar
b. The elevation used as a reference or equation for the pillar family and abutment family is the
elevation of the support or girder base. If the top elevation of the pillar family is not yet parallel
to elevation top family abutment, so We need adapt elevation family pillar in the vertical
direction.
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e. In Properties select the Constraints section select Height Offset From Level fill in the
difference in elevation from the previous measurement results (-2250)
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g. position pillar will down to lower in accordance distance Which has determined
h. Next stay arrange size height pillar through Edit Type in accordance elevation of pillar
plan.
Evaluation
Based on material Chapter X, make it model details pillar with provision as following:
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2. Change appearance field Work become Structural Plans – Level Bottom Pile Stamp
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3. Choose menu Structure on Group Foundation choose Isolated on Group Mode choose
Load Family
4. The pile foundations provided in the Revit Library are only available in the pile type. pipe steel.
Temporary We use Formerly For later set up become pole concrete pile .
Open the template file in: Local disc (C:) ProgramData Autodesk RVT 2021 Libraries
English Structural Foundations select M_Pile-Steel Pipe Click the Open button
5. On panel Properties Already appear family pole stake M_Pile-Steel Pipe choose diameter
400 mm
Picture XI.8 Choose material on panel Properties
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2. The Type Properties page appears, on this page, in addition to providing data on the dimensions of
the pile foundation elements, we can also provide other data as completely as possible as
components of the information attached to the elements such as:
a. code production ( Assembly Code )
b. Notes important ( Keynote )
c. Model element ( Model )
d. Manufacturer ( Manufacturer )
e. Link address website (URL)
f. Explanation description about element ( Description )
g. Cost or price element ( Cost )
3. For make type foundation pole stake with property Which different, should We
Duplicate just so that No change property from type existing.
a. On page Type Properties click Duplicate appear page Name change Name: Become
Concrete Piles Diameter 450 mm L=24 m click the OK button
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Picture XI.14 Results making line Field reference point pole stake
3. Change appearance field Work become Wireframe so that position pole stake seen clear from
Structural Plans - Level Bottom Pile Stamp
4. Move the existing piles that have been placed to the intersection point of the horizontal and vertical
reference planes.
On Group Modify choose order Move
5. Click on the displacement reference point (center point of the pile circle) hover over point
objective (cross Field Line horizontal reference with line Field Vertical reference) then click to
place the stake
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b. Click on the duplication reference point (the center point of the existing pile circle) point the
cursor at the target point (the intersection of the Horizontal reference plane line with the Vertical
reference plane line) then click to place the duplicated pile repeat at other points
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a. Select the pile objects to be duplicated in the Modify Group select the Array command
disable Group and Associate In Number, enter the multiplication amount (7)
b. Click on the duplication reference point (the center point of the existing pile circle) point the
cursor at the target point (the intersection of the Horizontal reference plane line with the Vertical
reference plane line) then click to place the duplicated pile
Picture XI.21 Process duplication Array
c. Change the work area view to 3D View to see the results of the pile placement.
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3. Perform the steps above to place the piles on the Pillars and Abutments. other.
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b. On the Save As page specify the storage location for the new family file name the new file
e.g. M_Pile-Concrete Pipe Click the Save button
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b. Change property object pole stake selected become family Which new just loaded.
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c. On panel Properties choose Type Properties , click part in lower writing Properties scroll
down, look for Type Properties called Concrete Piles Diameter 450 mm L=24 m
Picture XI.31 Type Properties – Pole Stake Concrete Diameter 450 mm L=24 m
d. Type Properties Already changed become M_Pile-Concrete Pipe Pole Stake Concrete
Diameter 450 mm L=24 m
e. Check whether object pole stake Already truly in the form of Precast Concrete select one of
the piles If the Reinforcement Group – Rebar appears in the top toolbar then it means that
the pile object is in the form of Precast Concrete
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7. Replace Material
a. On panel Properties choose part Materials and Finish on Structural Material
click box in side right
b. Appear page Material Browser choose And apply material on pole stake which complies with
specifications and references if necessary make new material from existing material Click
the Apply button and click OK
c. Change the work area view to Realistic to see the results of changing the application of materials
to the piles.
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2. On the Work Plane page à because we will describe the family cross-section on the left/right side
view plane, then in Specify a new Work Plane à select Name à select Reference Plane: Center
(Left/Right) à Click OK
3. Then in a way automatic We will enter in Menu Modify | Create Extrusion à on group
Draw choose Rectangle à
4. On field picture make object side four with way click on corner left bottom footing
pillar à click on corner right top footing pillar
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Picture IX.9 Click in corner left bottom and corner right top footing
5. key all side cross section model footing on line field reference
Picture IX.10 Side cross section footing locked on line field reference
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7. If picture cross section footing Already finished made, furthermore on group Mode à click
Finish Edit Mode (sign tick color green) à
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2. To change the width of the footing , we extrude the model to the right or left. Click the blue triangle
on one side, for example the left side, click and drag until it sticks to the leftmost reference plane
line à let go
3. Key model footing side left on line Field reference side left
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Picture IX.16 Lock model footing side left on line Field reference side left
4. Repeat stages in on on model footing side right, so that the result like picture following.
5. Change appearance become 3D, click icon Default 3D View (icon picture House)
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1. the Blend command is to form a 3-dimensional object based on two 2-dimensional objects of
different shapes, sizes and positions (elevations). In creating this trapezoid element, we will create
a rectangular object that is the same size as the existing footing and a rectangular object that is
smaller in size at a higher elevation.
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4. Then in a way automatic We will enter on menu Modify | Create Blend Base Boundary
à
5. We for Formerly field rectangle four as base boundary , on Group Draw choose Rectangle
à
6. In the image field create The first rectangle of the Base Boundary is in the same position as the
existing footing element à click on the top left corner à click the bottom right corner
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Picture IX.27 Side rectangle Base Boundary locked on line Field reference
8. After the bottom section is made, next we make the top section. Still in the Modify menu | Create
Blend Base Boundary à In the Mode Group, select Edit Top to create a top Blend section or
boundary à
9. For object rectangle four second Top Boundary Which more small with method Which The same
at number 6
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Picture IX.30 Results locking side rectangle Top Boundary on line Field reference
11. For finish process making object Top Boundary, on group Mode à click Finish Edit Mode (green
check mark) à
12. Following This looks on results making object element trapezoid footing , on picture looks like
there is four line diagonal Which connect fourth corner rectangle four Base
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Boundary And Top Boundary , matter This to signify that object trapezoid Already made in 3
dimensions.
Picture IX.33 Looks side left results making object trapezoid 3 dimensions
2. Click sign aspect three blue side on, click And drag ( drag ) until stick on line Appropriate
reference field à let go
3. Change appearance field Work become 3 dimensions For inspect results making part
footing Which shaped trapezoid
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c. Click on point cross axis field reference vertical And field reference horizontal in the middle of
the pillar as the center point of the circular cross-section à click anywhere to define the edge or
diameter of the circle
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d. Next we will create parameters for the size of the pillar cross-section circle. Select the Modify
Menu à In the Properties Group, select Family Types à
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g. Return in page Family Types à Give mark Diameter Pillar for example 1300 mm à
Then click knob OK
h. Furthermore We for dimensions For diameter circle cross section pillar. Choose menu
Annotate à on Group Dimension choose Diameter à
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k. Reference Line circle will change size according to the Pillar Diameter size specified in the
Dimension Label.
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c. Click on point cross axis field reference vertical And field reference horizontal in the middle of
the pillar as the center point of the circular cross-section à click anywhere to finish Circle
creation
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c. Key size cross section pillar so that follow size Reference Line
d. For finish process making object cross section circle pillar , on group
Mode à click Finish Edit Mode (sign tick color green) à
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Next, we adjust the height of the pillar column according to the elevation based on the Level line
that has been created.
a. Change appearance field Work become Elevation – Left
b. Click on the blue triangle on one side, for example the bottom side, click and drag until it sticks
to the appropriate Level line à let go
c. Repeat step in on For arrange position side on pillar à
d. Key side lower And on on line Level à
e. Results arrangement tall column pillar as following
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c. The Type Properties page appears à set the parts of the pillar elements that need to be changed,
especially on wide or long footing And pierhead customized with wide bridge. Click the Apply
and OK buttons to apply the size changes à
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d. Change appearance field Work become 3D View For know results arrangement size
family pillar
b. The elevation used as a reference or equation for the pillar family and abutment family is the
elevation of the support or girder base. If the top elevation of the pillar family is not yet parallel
to elevation top family abutment, so We need adapt elevation family pillar in the vertical
direction.
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e. In Properties à select the Constraints section à select Height Offset From Level à fill in the
difference in elevation from the previous measurement results (-2250) à
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g. position pillar will down to lower in accordance distance Which has determined
h. Next stay arrange size height pillar through Edit Type in accordance elevation of pillar plan.
Picture X.14 Results placement And arrangement position elevation pillar
Evaluation
Based on material Chapter X, make it model details pillar with provision as following:
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2. Change appearance field Work become Structural Plans – Level Bottom Pile Stamp
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3. Choose menu Structure à on Group Foundation à choose Isolated à on Group Mode choose Load
Family à
4. The pile foundations provided in the Revit Library are only available in the pile type. pipe steel.
Temporary We use Formerly For later set up become pole concrete pile .
Open the template file in: Local disc (C:) à ProgramData à Autodesk à RVT 2021 à Libraries à
English à Structural Foundations à select M_Pile-Steel Pipe à Click the Open button
5. On panel Properties Already appear family pole stake M_Pile-Steel Pipe à choose diameter
400 mm à
Picture XI.8 Choose material on panel Properties
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2. The Type Properties page appears, on this page, in addition to providing data on the dimensions of
the pile foundation elements, we can also provide other data as completely as possible as
components of the information attached to the elements such as:
a. code production ( Assembly Code )
b. Notes important ( Keynote )
c. Model element ( Model )
d. Manufacturer ( Manufacturer )
e. Link address website (URL)
f. Explanation description about element ( Description )
g. Cost or price element ( Cost )
3. For make type foundation pole stake with property Which different, should We
Duplicate just so that No change property from type existing.
a. On page Type Properties à click Duplicate à appear page Name à change Name: Become
Concrete Piles Diameter 450 mm L=24 m à click the OK button
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Picture XI.14 Results making line Field reference point pole stake
3. Change appearance field Work become Wireframe so that position pole stake seen clear from
Structural Plans - Level Bottom Pile Stamp
4. Move the existing piles that have been placed to the intersection point of the horizontal and vertical
reference planes.
On Group Modify à choose order Move à
5. Click on the displacement reference point (center point of the pile circle) à hover over point
objective (cross Field Line horizontal reference with line Field Vertical reference) à then click to
place the stake
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b. Click on the duplication reference point (the center point of the existing pile circle) à point the
cursor at the target point (the intersection of the Horizontal reference plane line with the Vertical
reference plane line) à then click to place the duplicated pile à repeat at other points
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a. Select the pile objects to be duplicated à in the Modify Group à select the Array command à
disable Group and Associate à In Number, enter the multiplication amount (7) à
b. Click on the duplication reference point (the center point of the existing pile circle) à point the
cursor at the target point (the intersection of the Horizontal reference plane line with the Vertical
reference plane line) à then click to place the duplicated pile à
Picture XI.21 Process duplication Array
c. Change the work area view to 3D View to see the results of the pile placement.
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3. Perform the steps above to place the piles on the Pillars and Abutments. other.
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b. On the Save As page à specify the storage location for the new family file à name the new file e.g.
M_Pile-Concrete Pipe à Click the Save button à
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b. Change property object pole stake selected become family Which new just loaded.
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c. On panel Properties choose Type Properties , click part in lower writing Properties à scroll
down, look for Type Properties called Concrete Piles Diameter 450 mm L=24 m
Picture XI.31 Type Properties – Pole Stake Concrete Diameter 450 mm L=24 m
d. Type Properties Already changed become M_Pile-Concrete Pipe Pole Stake Concrete
Diameter 450 mm L=24 m
e. Check whether object pole stake Already truly in the form of Precast Concrete à select one of
the piles à If the Reinforcement Group – Rebar appears in the top toolbar à then it means that the
pile object is in the form of Precast Concrete
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7. Replace Material
a. On panel Properties à choose part Materials and Finish à on Structural Material
à click box in side right à
b. Appear page Material Browser à choose And apply material on pole stake which complies with
specifications and references à if necessary make new material from existing material à Click the
Apply button and click OK
c. Change the work area view to Realistic to see the results of changing the application of materials
to the piles.
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3. Next we go into the pile family file. Because we will make changes to the pile slope, we should
save this family file as a new file so that the existing file does not experience changes.
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a. Choose menu File choose Save US choose Family On page Save US determine
storage location files family new give Name files new for example M_Pile-Concrete Pipe
Crooked
click knob Save
b. Change appearance field Work become Elevation – Left
c. Choose object pole stake on toolbar choose Group Modify choose Rotate
d. In general default point center round object is in in the middle height object the
e. For move point center round object, so on Options Bar activate knob
Place
Picture XI.41 Options Bar – Place
f. Click on the top of the pile move the cursor down parallel to the vertical axis of the pile
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Evaluation
Based on material Chapter XI, make it details model with provision as following:
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b. Create a reference line for the pile axis starting from the meeting point between the Ref. Level
line and the vertical reference plane line point it slightly to the bottom right (anywhere) corner)
click in point any press Esc on keyboard For end the creation of the reference line
Ref. Level
Grid vertikal
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c. So that the reference line of the upper pile axis remains unchanged when changes are made to the
length and inclination angle parameters of the pile, we must... tie top end reference line on point
meeting between the Ref. Level line and the vertical reference plane line.
b. Select/click Field reference vertical click end on line reference US pole stake Click the lock
icon to lock
Picture XII.6 Process Binding Line Reference Pole Stake On Field Reference Vertical
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Picture XII.7 Results binding line reference US pole stake on line Ref. Level
Picture XII.8 Dimension – Angular
Following This results making dimensions corner between field reference vertical with reference
line of the pile axis.
a. Select object dimensions corner pole spike on group Labels Dimensions make new
label, click Create Parameter
b. Appear page Create Parameter on Parameter Data – Name: type Corner Pile Slope
Click OK or press the Enter key on the keyboard
c. Change big corner slope pole stake on group Properties click Family Types
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Following This results change value corner slope pole stake become 5°.
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2. To change a temporary dimension to a permanent one, click the dimension symbol near the
dimension number
Select the pile reference line dimension object in the Dimension Label group Click the Label
dropdown: Select the label Depth = 24000 that was created previously in Parameters Properties
(if the label in question is not found in the dropdown , the label must be created first via
Parameters Properties )
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f. If appear page Go To View choose 3D View: {3D} click knob Open View
g. Set appearance field Work For focus on field reference cross section profile
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i. Draw a circle on the profile reference plane click the center point of the circle at the
intersection point second line field reference ( Midpoint ) click on any place to end the circle
profile creation command
Picture XII.27 Click Point Center Circle
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Picture XII.28 Measure – Diameter Dimension
b. On group Mode click Finish Edit Mode click Again Finish Edit Mode For finish making
the pile circle profile
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a. If on Project Materials: All No found material Which accordingly, then We must create new
material
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d. Appear material new Default New Material click right on material new the
choose Rename type Name material Which new for example: Concrete Pole Stake fc' 45
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f. Appear page Asset Browser search material concrete with method type concrete in the Asset
Browser search column in the left column select the Appearance Library folder in the right
column select the Concrete material
g. Klik icon Replace the current asset in the editor with this asset tutup halaman Asset Browser
Picture XII.39 Replace the current assets in the editor with this assets
h. Back to Material Browser page On the Appearance tab, the newly selected Concrete material
type appears
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i. Choose tab Graphics activate sign tick on Use Render Appearance click Apply
click OK
j. For see results implementation material, set visual style become Realistic
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4. Change appearance field Work become 3D View For see results implementation family
inclined pile
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Placement pole stake on pillar can referring to on stages in Chapter XI. D. Placing the Pile Model.
Then to create a pile we can use the modify - mirror command.
a. Arrange field view work to be Elevation – North choose in a row pole spike slanted
d. With the same steps, we mirror the existing piles on one abutment to the other abutment.
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Picture XII.52 Process Mirror Pole Stake Crooked From Abutment 1 to Abutment 2
e. For see results placement pole stake, set appearance field Work become 3D View
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2. Muncul halaman New Family – Select Template File cari direktori: Local disc (C:)
ProgramData Autodesk RVT 2021 Family Templates English Metric Structural
Framing – Beams and Braces klik tombol Open
Picture XIII.4 Open family Metric Structural Framing – Beams and Braces
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Family Structural Framing – Beams and Braces is now open with the following display
Gambar XIII.5 Tampilan File Family Structural Framing – Beams and Braces
3. So that No change files template original, so Family This We save with file name Which others.
Select the File menu Save As Family specify the storage location, preferably not in the
original file folder specify the file name, for example Family Girder 50 m press the Save
button
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a. Choose menu Create on group Date choose Reference Plane on group Draw choose
Pick Lines
b. On Options Bar set distance Offset in accordance size cross section girder
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Picture XIII.9 Results making line field reference And label parametric cross section girder
To create the girder length dimension we have to set the work area display to Floor Plan – Ref.
Level delete existing girder length dimensions and labels create new dimension long overall
girder from line field reference end left to line field right end reference make the dimensions
parametric girder length parameter test
Picture XIII.11 Arrangement Parameter And Value Family Types Cross section Girder
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a. After finished make line field reference, dimensions And label, next we make the
boundary of the girder cross-section from the left or right side view.
Select menu Create on group Forms choose Extrusion
b. Appear page Work Plane on Specify a new Work Plane on box drop down select Reference
Plane : Center (Left / Right) click the OK button
d. Start drawing the boundary of the girder cross-section Section 1 and Section 2 until it looks like
the following image.
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Picture XIII.15 Results making boundary cross section girder section 1 And 2
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d. Pull edge side left section 1 stick on field line reference limit section length 1
click icon padlock For lock on line field reference left
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e. To make the section 1 model on the other side, you can do this by duplicating the model. section
1 Which Already So use order Mirror, with reference line reference plane located at the middle of
the girder length.
b. repeat on end cross section right girder (on line dimensions Long Girder side right)
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c. For see results making model girder set appearance field Work become 3D Views
– View 1 set Visual Style become Realistic
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a. Make cross section transition with utilise line boundary cross section section 1 and section 2 are
combined with the Blend command.
b. Set appearance field Work become Elevation – Left choose menu Create on group
Forms choose Blend
c. Appear page Work Plane on Specify a new Work Plane select Reference Plane
: Center (Left/Right) klik tombol OK
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f. Move the cursor to the boundary line of section 1 use the Tab key on the keyboard For choose
desired line until the boundary line is selected section 1 then click to select the boundary line
section 1
g. After line cross section section 1 selected on group Mode choose Edit Top
i. End making cross section transition with choose Finish Edit Mode on group Mode
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Picture XIII.36 Results making dimensions And parameter long section 1 And transition
c. For see results making transition, change appearance field Work become 3D view
Picture XIII.40 Choose section 1, section 2 And transition second end girder
c. After merging, if the girder model is highlighted by the cursor, separate segment lines should no
longer appear.
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Stages implementation material on girder The same like on stages implementation material on the pile.
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a. Pada grup Family Editor pilih Load into Project and Close
b. On files project change appearance field Work become Level Bottom Girder
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f. If long girder Not yet in accordance with span bridge, so need set up via Edit Type .
g. Choose model girder
h. Pada panel Properties pilih Edit Type
i. On page Type Properties change Value on parameter Long Girder as needed Click the
Apply and OK buttons
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b. Change appearance field Work become Elevation – North choose model girder
c. In the Properties panel in the Geometric Position section change z Justification to Bottom
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d. The vertical position of the girder must be raised again because there is a support or placement.
According to the reference drawing of the girder support/placement, the thickness of the bearing
pad plus mortar pad is 73 + 27 = 100 mm.
e. To move the girder up select girder model on the Properties panel select Geometric
Position on z Offset Value give mark 100 click knob Apply in under the Properties panel
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c. Move model girder Which Already There is to part Which new just made dimensions
In the Modify group select the Move command select the girder model object
select/click the middle of the girder span as the transfer reference point
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d. Click on point cross between line Grid US girder with line Ref. Plane span girder
Picture XIII.60 Click point cross line Grid US girder with line Ref. Plane
e. So that object Which chosen truly only object girder just use order Filter
on group Selection
f. On the Filter page In Category, uncheck the objects that will not be duplicated. on span Which
other (only object Structural Framing just Which chosen) Click the OK button
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Evaluation
Based on material Chapter XIII, make it details model with provision as following:
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b. Appear page Type Properties Because We will change property, should We duplicate this
family so as not to change the original select Duplicate give a new name for example
Diaphragm 150 x 1250 click the OK button
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d. Make sure position family diaphragm is at in Level Bottom Girder , For That We must
move with Work Plane
e. Choose object diaphragm Which Already made on group Work Plane choose Edit Work Plane
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f. Appear page Work Plane on Specify a new Work Plane change Name become
Level : Level Bottom Girder klik tombol OK
g. For see results transfer, change appearance field Work become Structural Plans –
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4. Adjust the length of the diaphragm by moving the ends of the diaphragm to the top girder axle and
the bottom girder axle.
a. Choose object diaphragm click end lower object diaphragm
c. Repeat step Which The same For arrange position end on object diaphragm
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b. Click end beginning line piece in on Then click end end line piece below
c. Choose object Section Which new just made click right choose Go to View
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d. The work area view will change to Section 1 with a cross-sectional view of the bridge showing
the diaphragm.
6. Change position elevation diaphragm so that part lower diaphragm parallel on Level Bottom Girder
a. Choose object diaphragm on panel Properties choose part Geometric Position on z
Justification is changed to Bottom Click the Apply button at the bottom of the Properties
panel the diaphragm object will change its position
b. Although the position of the bottom of the diaphragm has changed to be parallel to the Bottom
Girder Level, its elevation is still not in accordance with the reference image. To find out how
much distance the diaphragm is left to move, we measure the difference between the bottom of
the diaphragm and the top of h1.
On group Dimension choose dimensions Aligned
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Still in the Properties panel in the Geometric Position section change z value Offset
Value becomes 350 (in accordance results measurement dimensions) click knob Apply in part
lower Properties panel
b. Choose (click) point end diaphragm the drag to line reference left let go
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c. The object display will change to 3 dimensions, the girder object will be cut so that it does not
cover the diaphragm object.
d. Separate the diaphragm object from the girder object reference. So that the diaphragm object can
be formed. in accordance picture reference, so part diaphragm Which about object girder
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must removed so that Which remaining only object diaphragm Which is at in between girders
only.
e. Select the Modify menu in the Geometry group select Join In the Options Bar, uncheck
Multiple Join
g. The result Already can seen, object diaphragm Already cut by object girder First. Then repeat the
steps above to form the diaphragm section using other girder objects.
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a. Select the diaphragm object in the Mode group select Edit Family Revit will open
diaphragm family file
f. Choose (click) end left line Path drag point to line reference most left let go
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h. Repeat step in on For move end right line Path family to line rightmost reference.
Picture XIV.38 Results change long line reference (Path) family
i. Finish it arrange change long line reference (Path) family In the Mode
group Select Finish Edit Mode
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2. Change family diaphragm existing become family diaphragm Which new just made
Choose object diaphragm on panel Properties choose Family Diaphragm 150 x 1250 Select
Aperture 150x1250
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If it turns out long diaphragm Still too long so need set up with stages as discussed previously
a. Select (click) the existing diaphragm object point the cursor at the left end point of the
diaphragm (appears: Drag Structural Framing Component End )
b. Choose (click) end point the diaphragm drag to the line reference US girder most left
let go
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Select the girder object right click to select all girder objects visible on the work area select
Select All Instances select Visible in View
g. After object girder disappear Now object diaphragm looks more clear
D. Duplicate diaphragm
1. For double up diaphragm can done on Level Bottom Girder
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Perhaps in this Bottom Girder Level display the diaphragm object is not visible, this occurs
because the diaphragm elevation has been raised 350 mm above the Bottom Girder Level
elevation while the viewing range of the display on the Bottom Girder Level is not until to number
300 mm. So that diaphragm seen on Level Bottom Girder so we have to set the View Range .
a. On panel Properties choose group Extensions View Range click Edit
b. The View Range page appears on Cut Plane change the Offset value: to be greater than
the distance between Level Elevation Bottom Girder with diaphragm elevation for example
400 Click the Apply button Click the OK button
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3. Duplication diaphragm
Use order Array For double up diaphragm
a. Choose object diaphragm on group Modify choose Array on Options Bar write
the number of diaphragm multiplications
c. Do stages Which The same For diaphragm on span bridge Which other.
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d. Change appearance field Work become 3D View For know results diaphragm
duplication .
If appearance 3D Still in Section Box on panel Properties on group Extensions
remove sign check on Section Box click knob Apply in bottom panel
Properties
Picture XIV.58 Uncheck Section Box
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Evaluation
Based on material Chapter XIV, make it details model with provision as following:
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b. Set appearance Visual Style become Shaded so that more position girder And diaphragm
The deck plate that we will make is a concrete plate with steel reinforcement, in Revit this type of
object is included in the Floor: Structural category .
a. Select menu Structure on group Structure choose Floor choose Floor: Structural
c. For area field aspect four Deck Plate like picture following
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Before completing the creation of the Deck Plate model, we will first set the properties.
a. On panel Properties click Edit Type appear page Type Properties click Duplicate button
… type Name Type Properties Which new, for example Deck Plate 70 mm Click OK
c. Appear page Edit Assembly on part Layers click cell on column Material and the Structure
line click the small box in the cell
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e. Change mark thickness diaphragm in accordance picture reference type mark thick diaphragm
in the cells in the Thickness column and the Structure row
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Evaluation
Based on material Chapter XV, make it details model with provision as following:
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Lantai
Abutmen
Girder
Picture XVI.5 Distance between end floor bridge with wall abutment
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Lantai Lantai
Pilar
Girder Girder
Picture XVI.6 Distance between end floor bridge with wall abutment
- or end floor bridge span 1 with end floor bridge span next
Lantai Lantai
Girder Girder
Picture XVI.7 Distance between end floor span 1 with end floor span next
In this module, the gap distance is determined to be 2 cm. As a limiter of the length of the
bridge floor, a Reference Plane can be created with a position according to the specified
distance.
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Picture XVI.8 Appearance floor plan bridge results making model floor
b. Change the work area display to a cross-section of the bridge ( section ), then check the
conformity of the elevation position of the bridge floor placement to the reference image.
Picture XVI.9 Appearance cross section bridge results making model floor
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5. Save family with Name for example Family Backrest Concrete And on location Which unique so
that it is easy to find when needed
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Picture XVII.8 Cross section backrest concrete, floor And curb sidewalk
Picture XVII.9 Appearance 3D wall backrest concrete, floor And curb sidewalk
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Evaluation
Based on material Chapter XVII, make it details model with provision as following:
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c. The Type Properties page appears select Duplicate on Name page write the Type name
Properties Which new (for example Detail Plate Step on ) click OK on page Type
Properties click OK
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d. Click in side left plate step on click in side right plate step on
e. Set area scope making Section expand or narrow down area Section
with method drag symbol arrow in fourth side Section
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3. On Project Browser Already appear Detail Views new results making Section
4. Showing looks results making Section
a. Choose Section Which new just made click right choose Go To View
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C. Make Model Repetition Plate Step on Layer Lower First (Most Lower)
1. Focus appearance field Work on cross section plate step on
2. Select/click object plate step on
3. Appearance toolbar will changed become menu Modify | Structural Foundations choose
Rebar on group Reinforcement
5. Appear panel Rebar Shape Browser Which display choice type form repetition
7. To set or select the rebar diameter size, in the Properties panel select Rebar Bar select one of
the rebar sizes to be used (eg: 19M )
8. Create a new reinforcement type: In the Properties panel select Edit Type on the Type page
Properties click Duplicate on page Name give Name type repetition with the format: Location
– Diameter – Code (usually written behind the reinforcement distance)
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First we will make a model of the bottom layer reinforcement with a diameter of 19 mm, thread,
code I2 Type Step Plate – 19 mm – I On the Name page, click OK
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b. If moment This appearance reinforcement only in the form of One line just, so For display
the reinforcement more clearly Change the object's Detail Level display to Medium
c. so that appearance become more realistic, change Visual Style become Shaded
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b. Click choice thick blanket concrete on column right click box small in adjacent right to display
other concrete cover thickness options Choose the thickness of the concrete cover according to
our needs
c. If there is no choice of concrete cover thickness that suits your needs, then we can make a new
choice in the following way:
Choose menu Structure on group Reinforcement choose Cover
d. On Options Bar click Edit Cover Settings (knob box with 3 point)
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e. Appear Rebar Page Cover Settings click Add For add concrete blanket description new in
part lower column Description will increase 1 description new change name description new
the (example Rebar Cover 30 mm) on column Settings change the concrete cover thickness
value as required (e.g. 30 mm) click the OK button
f. To apply description of the new concrete cover Click the Esc button on the keyboard
select/click on the tread plate model In the Properties panel, select the Structural group
select new concrete cover description Click the Apply button on the Properties panel
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b. In general default new available size corner hook 90° And 180°, in accordance picture reference
then we have to create a hook with an angle of 135°, if the existing options do not match what is
needed then we need to create a new hook setting in the following way: in the Project Browser
expand Families expand Structural Rebar Expand Rebar Hook right click one of the
available options Select Type Properties…
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c. The Type Properties page appears Click Duplicate to create new properties Name page
appears type the new properties name (eg: Standard – 135 deg. ) Click OK
d. Change the hook angle value In the Dimensions group, select Hook Angle change Value to
135 Click OK
e. Applying the hook angle to the reinforcement. Select the reinforcement to be hooked on the
Properties panel select Construction group on Hook At Start (and Hook At End ) select
angle value 135 Click the Apply button on the Properties panel
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f. The result of making a hook, if the length of the hook exceeds the thickness of the tread plate,
then adjustments must be made
g. Arrange hook length, select/click reinforcement with hook Which will made arrangements
on the Properties panel Click Edit Type The Type Properties page appears in group
Dimensions choose Hook Length click knob Edit… appear page Rebar Hook Length
Gambar XVIII.36 Rebar Hook Lengths setting
h. On Rebar Hook Type – Standard – 135 deg. So that the value in the Hook Length column can
be changed, remove the check mark in the Auto Calculation column write the hook length in
accordance rule Which applicable (example: 6D = 6 x 19 mm = 114 mm) on column Hook
Length Click the OK button on the Rebar Hook Lengths page Click the OK button on the
Type Properties page
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c. In Spacing: enter the distance value between the reinforcements According to the reference
image, the distance between the reinforcements is 100 mm
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b. The object display will change to 3 dimensions as follows, by default the reinforcement that has
been created is not displayed directly.
c. For display repetition choose object reinforcement with method window selection
on group Selection choose Filter
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d. Appear page Filter on Category: choose Structural Rebar just (remove) check mark on the
other options) Click the OK button
e. On panel Properties choose group Graphics on View Visibility States click knob
Edit…
Gambar XVIII.46 Graphics Edit...
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f. Appear page Rebar Element View Visibility States For bring up model rebar in 3D View on
the View Type: 3D View and View Name: {3D} lines put a check mark in the View
unobscured column and in the View as solid column Click OK
Continue making reinforcement in the other longitudinal direction and on the upper
reinforcement according to the reference image.
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a. Because position reinforcement upright straight to field Work which is being active, then on
the toolbar select the Placement Orientation group select Perpendicular to Cover
b. Place the first reinforcement in position (according to the reference image) point to the
specified position click Press the Esc key on the keyboard
5. Duplicate reinforcement
a. on toolbar choose group Rebar Set set Layout: become Maximum Spacing on
Spacing: Contents distance repetition ( 100 mm )
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b. Adjusting the position of the reinforcement from the duplication results needs to be done if there
is reinforcement whose position needs to be moved Select/click the reinforcement whose
position you want to adjust drag the small arrow inside one of the reinforcements
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Select the Structure menu select the Reinforcement group select Rebar on Rebar panels
Shape Browser select reinforcement type M_100
2. Put repetition
On toolbar choose group Placement Orientation choose Parallel to Work Plane place the
reinforcement overlapping the upper concrete cover boundary line
b. For sketch reinforcement in accordance picture reference on toolbar choose group Draw
choose Line
Picture XVIII.62 Draw – Line
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c. For sketch form reinforcement with method make line new connect from reinforcement line
Which Already There is point line in accordance form reinforcement on picture reference
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d. For make form Which The same on end reinforcement Which other choose line newly made
reinforcement on the toolbar select the Modify group select Mirror select the mirror
reference line (C-axis grid line)
e. After duplicating, we can then finish making the reinforcement sketch, on the toolbar select the
Mode group Select Finish Edit Mode
5. Next we set the hook at the end of the reinforcement with the same steps as in the previous
discussion.
a. Which need be noticed in making hook on end reinforcement This is the angle is large,
because the position of the reinforcement is tilted 45° or 135°.
If results making hook become like picture in lower This, so need the direction of the rotation
angle is adjusted
b. Choose reinforcement Which will set up the hook on toolbar choose group Mode choose
Edit Sketch Click the Toggle Hook Orientation icon to change the direction of the hook
rotation angle
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Picture XVIII.68 Before And after changed direction corner turn hook
c. If required, position reinforcement Still Can set up with Edit Sketch so that his position according
to the reference image or according to applicable regulations
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Evaluation
Based on material Chapter XXI, make it report Document Full image from model bridge Which has been made,
with the following provisions:
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c. On the cursor appears the text Select Host Surface , we are asked to determine the side or surface
of the footing model that will be used as a limitation and reference for forming the reinforcement
model. Because we will create a model of the upper reinforcement section across the footing, then
the footing section that will be used is all the upper sides and both perpendicular sides extending
the footing
d. Select/click second side footing upright elongated
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g. Object side who has been selected will change color turn blue. Process election the side of the
footing object above does not have to be exactly the same as the steps above
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b. On cursor will appear writing Select Path Select/click line on side extend footing The
selected line will change color to blue.
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c. On footing will appear results making model reinforcement Which its shape follow footing sides
d. Don't forget For arrange And apply hook or hook on second end footing reinforcement, and
creating a reinforcement model for the bottom of the footing.
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Evaluation
Based on material Chapter XIX, make it details model with provision as following:
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3. For make label in the form of line Leader with end free, so on Options Bar
give sign tick on Leader Then choose Free End
4. Move the cursor to the reinforcement to be labeled If the label text is too large, adjust the scale
so that the text is more proportional
Picture XX.3 Label - Arrange Scale
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5. Select/click the reinforcement to be labeled Set and direct the leader line to the desired position
Click on the end point of label placement to finish creating the label.
b. Field Work changed become appearance Family Rebar Tags like in lower This choose and
delete all the writing in the work area
c. Save as new Family place it in an easy-to-find location and give it a unique name, for example
Rebar Tag Edit
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b. Muncul halaman Visibility/Graphic Overrides for Sheet: pilih tab Annotation Categories
give sign tick on Show annotation categories in this view click knob OK
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i. On Edit Label page on Category Parameters set Select available fields from: to
Structural Rebar
j. Still on the Edit Label page In Category Parameters select Mark click the arrow green to
the right to enter into Label Parameters
k. Still in page Edit Label on group Label Parameters choose column Sample Value
change Contents column become A1 click knob OK
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a. If the writing inside the circle is too big, we adjust the size to be proportional select/click the
text A1 on the Properties panel Click Edit Type The Type Properties page appears
b. On the Type Properties page Click the Duplicate button to create a new Type Properties
name it for example: 1.7 mm Click the OK button
c. On the Type Properties page in Type Parameters select the Text group in Text Size
change the value to 1.7 mm Click the OK button
e. Set the border label size to be smaller select/click text label click and drag the blue circle on
the side of the border label hover over the text label to reduce its size
Then let go in position Which wanted
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b. The Edit Label page appears on Category Parameters select Quantity enter into Label
Parameters
c. Still in page Edit Label on Category Parameters choose Bar Diameter
insert to Label Parameters
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e. Still on the Edit Label page on Label Parameters In the Parameter Name column, select
Bar Diameter change the contents in the Prefix column to D fill in the Sample Value
column for example 22 (number Which filled This only nature sample just, mark Actually will
appears when used in a project)
f. Next, click Edit parameter's units format to set the unit format The Format page appears
g. On page Format uncheck Use project settings on Unit Symbols: choose None
click knob OK
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1.7 mm
Picture XX.24 Results arrangement label
b. select/click Label on the panel Properties Set Horizontal Align become Left Click the
Apply button
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Select/click the existing label on the toolbar select the Modify | menu Labels in the Label
group choose Edit Label appears page Edit Label on Label Parameters change
Contents Prefix column in Bar Diameter row becomes Ø Click the OK button
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c. On Parameters page Properties on Data Parameters Fill in the Name: box with the
parameter name according to the label format (for example 5D22 ) Click the OK button
d. Repeat step in on For format label repetition Which other in page Associate Family
Parameters Click the OK button
e. On toolbar choose group Properties choose Family Types appear page Family Types
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f. Still on the Family Types page see options in Type name: there are many choices of Type
name:
g. Delete the selection on Type name: by clicking the Delete Type button until only 1 Type name
is left
h. Delete all parameters in the Graphics group , in the Parameter column in the Graphics group
select/click Type press the Delete Parameter button warning appears Delete family
parameter 'Type' ? Click the Yes button
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i. Make parameter new, click knob New Type appear page Name
j. On page Name give Name for example Amount And Diameter (Thread) click knob OK
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k. For type Amount And Diameter (Thread) on column Value uncheck all Value
besides 5D22
l. Repeat make parameter new like steps in on, with Type name:
as following:
m. Click knob OK
n. Move all label on field Work to position parallel with line reference horizontal on the right side
use drag and drop (all labels will overlap in the same position)
Picture XX.43 Results transfer label on One position Which The same
o. Don't forget For keep family to in project click Load into Project and Close
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a. Choose appearance details cross section repetition plate step on on toolbar choose menu Annotate
in the Tag group select Tag by Category Move the cursor to the reinforcement object to
be labeled, then click set label position
b. Add end arrow on line leader: select/click label Which new just made on the panel Properties
click Edit Type appear page Type Properties on line Arrowhead Leader change the
contents of the Value column to, for example, Arrow Filled 15 Degree Click the OK button
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d. Label on repetition Which Already We for This nature interactive, that is when We change
size diameter reinforcement so information on label in a way automatic will follow
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changed Also adapt with change size diameter reinforcement. Matter That also applies when
we change the spacing between reinforcements.
e. The circle that is still empty on the left side writing on label should be contains the repeat code,
as shown in the image below
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f. Here are the steps to display the reinforcement code on the label. Select/click the reinforcement
object to be coded on the Properties panel select the Identity Data group on Mark
write the repetition code for example I1 Click the Apply button on the Properties panel
repeat step This For give code on group repetition others
Principle steps making label on repetition This can applied For create a description label on
another element model.
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3. Appear page Load Family choose folder Libraries choose English choose Title Blocks
choose A3 metric.rfa click knob O pen on page New Sheet click knob O K
4. On field Work appear tab new Which Already containing format paper picture equipped with the
standard Revit image header named S.1 – Unnamed . In the Sheet (all) group in the Project
Browser panel, a new sheet S.1 – Unnamed has also appeared .
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2. Click hold ( drag ) wrong one Details View from Projects Browser and release ( drop ) on the
work area in the drawing paper that is already available
3. Set position placement Detail view on paper picture, example picture details The cross section
of the girder is placed on the upper left side of the drawing paper
Picture XXI.7 Placement Detail View Cross section Across Girder on paper picture
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4. Set the Detail View display in the drawing paper. If the detail view display needs to be adjusted
like for example line edge too wide or Far from object picture in in it, then the settings can be done
by opening the Detail View. In the Project Browser Select the Detail View to be set Double
click the Detail View to be set then do the settings.
Or it can be done directly on the active Sheets, by double-clicking the Detail object. View Which
There is click line edge Detail View click And drag Wrong One circle blue on the edge
point to the desired position let go
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5. Repeat stages in on For put Detail View Which other on paper image. For example, we will
place a longitudinal cross-section image of a girder and so on.
Picture XXI.11 Placement Detail View Cross section Elongated Girder on paper picture
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6. Change Detail scale View. If the cross-sectional view is elongated girder is larger than the size of
the drawing paper, so the drawing scale needs to be changed by Double click in the Detail View
area whose scale you want to change
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8. Next set placement position picture details on drawing paper, use drag and drop to move the
position of the detail image.
9. Repeat the steps above to place the other Detail Views on the drawing paper so that We get a
document picture Which complete from model Which has created in Revit.
2. Print picture.
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a. After completing the settings for all Sheets, the next step is to print. To access the Print
command, you can go through the File menu select Print .
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c. To select a printer, click on the Name selection box: Next, the printer options will appear
choose one for example, we select the Adobe PDF virtual printer to print into a digital
document in PDF format
d. For further settings, on the Print page select Properties make the necessary settings, for
example select A3 paper size, print quality, color and so on Click the OK button when you
have finished making the settings.
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e. Before printed, We can see appearance print moreover formerly. On Print page choose
Preview Then appearance Revit will changed become appearance Print Preview If
appearance picture Already considered Good, For print click knob Print in left on
f. Specify the location where the printout file will be saved. On the Print page in the File group
click the button Browse give Name files And set place storage files results print then click
the Save button
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g. Back to the Print page Click the OK button to print the image The Save PDF File As page
appears name the file and specify the location where you want to save the file then click the
Save button
Evaluation
Based on material Chapter XXI, make it report Document Picture complete from model bridge Which has been
made, with the following provisions:
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B. Provision:
1. Format paper size A3
2. Format files PDF
3. Picture equipped with information And dimensions
4. Layout picture in in paper set up neat And proportional in every the sheet
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With Revit we can create a BBS list based on the details of the reinforcement model that we have created
automatically. This feature will reduce the potential for errors when compared to creating a BBS
manually. In Revit we can only display the volume of reinforcement in reinforced concrete through this
BBS. The following are the stages of creating a BBS in Revit.
A. Showing Bar Bending Schedule
1. Make Tab table Bar Bending Schedule
a. On toolbar choose menu View on group Create choose Schedules
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b. on Properties panel select Other group on Fields row click Edit button The Schedule
Properties page appears
c. On the Schedule Properties page Find Reinforcement Volume in the Available fields column:
move to Scheduled fields column (in order): Click the OK button
d. In the Rebar Schedule table, the Reinforcement Volume column appears on the far right side,
which contains the reinforcement volume value that has been calculated by Revit in cm3 units .
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c. On the Calculated Value page give a name to Name: (eg weight of iron ) in Discipline:
select Structural In Type: select Mass in Formula: click the button on the right side The
Fields page appears Select/click the category to be included in the calculation formula, namely
Reinforcement Volume Click the OK button return to the Calculated Value page
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d. Still in page Calculated Value on box Formula: type *7850 (heavy type iron reinforcement
material) after the words Reinforcement Volume (which means we multiply volume of
reinforcement with specific gravity of reinforcement) Click the OK button
Evaluation
Based on material Chapter XXII, make it report Bar Bending Schedule complete from model bridge which has
been made, with the following provisions:
1. Format paper size A3
2. Format files PDF
3. Picture equipped with information And dimensions
4. Layout picture in in paper set up neat And proportional in every the sheet
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2. On the New Material Takeoff page In the Filter list section: select <multiple> In Category:
select <Multi-Category> In Name: please change the name if necessary In Phase: select New
Construction Click the OK button
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3. On page Material Take Off Properties choose and move category which exists in part
Available fields: to in Scheduled fields (in order): Then click knob OK
4. A number of category Which recommended between other minimum:
- Type: type element, type object, Name material,
- Count: amount/quantity element
- Material: Name: Name material element
- Material: Volume: volume material element
5. Multi-Category Material Takeoff Tab will appear which displays information from each object
element. This information is displayed with its respective description according to the Fields category
settings that have been made in the Material Takeoff Properties as in the image below.
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Modul Revit Jembatan – BIM Bhima Dhanardono