STAAD Advanced Concrete Design Introductory Tutorial

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STAAD Advanced Concrete Design

V8i

Tutorial

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Chapter 1: Getting Started ...3

1.2 Starting in STAAD.Pro ...3

1.3 To open the model and generate analysis ...3

1.4 To create a building model from floor plan ...5

1.5 To add a shear wall ... 6

Chapter 2: Slab Design ...8

2.1 To start the slab design ... 8

2.2 To specify elevator openings ...11

2.3 To perform the design ...12

2.4 To generate construction and detail drawings ... 13

2.5 To generate design calculation reports ... 14

2.6 To save the project and exit ...15

2.7 STAAD RCDC Settings Files ... 15

Chapter 3: Beam Design ... 16

3.1 To start the beam design ...16

3.2 To specify load cases and combinations ... 18

3.3 To split beam group at staircase ...19

3.4 To perform the beam design ... 20

3.5 To generate beam schedules and drawings ...22

3.6 To generate beam design calculations ...25

Chapter 4: Column and Wall Design ...27

4.1 To start the column design ...27

4.2 To import load cases and combinations ...29

4.3 To perform the column design ... 30

4.4 To generate column schedules and drawings ...32

4.5 To generate column design calculations ...36

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1

Getting Started

STAAD Advanced Concrete Design is performed using the STAAD RCDC application, which is installed separately from STAAD.Pro. This program can be launched from the STAAD.Pro Building Designer mode or as a standalone application.

STAAD RCDC is a highly automated design tool for concrete building structures. This tutorial guides you through the process of designing the elements in a concrete building. It will also indicate where to change the design settings to customize design and detailing to meet the requirements of your project or organization.

1.1 Tutorial File

This tutorial uses example files that are installed with STAAD.Pro V8i. However, you will be making changes to this example file so you may wish to make a backup copy to preserve the example as installed with STAAD.Pro. A copy of the original input file is also included as Appendix A (on page 37) of this tutorial.

1.2 Starting in STAAD.Pro

This example includes a fully modeled concrete structure, including loads. The modeling and application of loads per a building code specification are outside the scope of this tutorial. Refer to the STAAD.Prohelp contents for additional information.

Note: STAAD Building Planner requires an additional license. You can activate this license in the Start Page

License Configuration panel.

Using STAAD RCDC as a Standalone Application

You can also use STAAD RCDC as a standalone application for concrete design. You will still need to have a analytical model created in STAAD.Pro for the basis of the physical model as well as for analytical results. Design and detailing of foundation elements such as footings and pilecaps must be performed by starting STAAD RCDC as a standalone application and creating a project associted with an analytical model.

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1.3 To open the model and generate analysis

Tip: It is recommended that you first make a backup copy of all files with the name Sample1 in the

\STAAD\Examp\Building Planner\ folder.

1. Open the STAAD input file \STAAD\Examp\Building Planner\Sample1.std.

Note: This can be found in the STAAD.Pro installation folder, which is typically C:\SPro V8i\.

Tip: If you have a CONNECTED Project you want to associate with this input file, you can do so. This is not

necessary, though, for this tutorial.

2. (Optional) On the Setup | Job page, add job information:

type Tutorial in the Job field

type your organization's name in the Client field type your initials in the Engineer field

3. Either:

select Analyze > Run Analysis or

press <Ctrl+F5>

The analysis is performed.

4. Select the Stay in Modeling Mode option and click Done. 5. Either:

select the Building Planner tab in the mode bar or

select Mode > Building Planner

6. Select the Frame | Design page.

Optionally you could model a complete building using the tools included in the Building Planner. But the single floor in this example are all that is necessary for this tutorial.

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1.4 To create a building model from floor plan

In order to demonstrate column design in STAAD RCDC, you will use the Building Planner model rapidly model a building from a single floor plan.

1. Select the Frame | Geometry page. 2. Click Edit in the Level Details dialog.

The Level Information dialog opens

3. Type 6 (m) in the Height cell for row No 0-1 and press <Enter>. 4. Click Add Level and then click Yes in the confirmation dialog.

A new row is added representing a new level.

5. Select Plan1 from the Plan drop-down list for the second level.

Leave the default heights and other values for this level.

6. Click OK.

7. In the Level Details dialog, click Generate Model and then click Yes to confirm you want to update the

STAAD input model..

The Space Frame File Generation dialog opens.

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8. Click Generate.

For this tutorial, you will use the default settings, load settings, and building type. Refer to the STAAD.Pro User Interface help for details on these settings.

The new input file is generated and opened.

9. Either:

select Analyze > Run Analysis or

press <Ctrl+F5>

The analysis is performed.

10. Select the Stay in Modeling Mode option and click Done.

1.5 To add a shear wall

To add a shear wall along one side of the elevators, do the following.

For the purpose of this tutorial, you will only add a single shear wall. In a typical building, other shear walls would be present.

1. In the Building Planner mode, select the Frame | Shear Wall page. 2. In the Shear Wall Details dialog, click Edit.

3. Click on column C31 and then on C32.

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The Define Shear Wall dialog opens.

4. Click OK.

For this tutorial, use the default thickness. The shear wall is added on both levels using this plan by default. You have now finished all the necessary modifications to this example for this tutorial. The next sections cover the design and detailing of structural elements using STAAD RCDC.

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2

Slab Design

This section of the tutorial demonstrates how to design and detail a slab, including openings and stairs. Slab continuity is based on edge conditions where are automatically determined by the program. You can manually change the end conditions of a slab. You can also change a slab to a cutout, raised slab, or depressed slab which also affect the edge conditions.

Slab properties are imported from the analysis model where specified. The program will evaluate missing properties (e.g., slab thickness) during design when not specified.

2.1 To start the slab design

Tip: When you import STAAD.Pro model data into STAAD RCDC, grids are automatically detected and assigned.

You can manually edit both the exact locations of grids as well as grid labels in STAAD RCDC for drawing generation.

1. In the top-right dialog, select Level :1 from the drop-down list and then click Design Slab.

STAAD RCDC opens and the New Project dialog opens.

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a. Type Tutorial in the Project field.

b. (Optional) Type Client and Engineer name.

This information is used as the header for all reports. It will be automatically imported from the STAAD.Pro input file Job Information block if available.

c. Select EN 02 - 2004 from the Design Code drop-down list.

This tutorial uses the Eurocode. However, you can select any available code. Just note that some design settings and features may vary based on the code selection made here.

The slab edges are automatically detected and continuity is established.

3. Either:

select the Design Parameters tool or

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The Design Settings dialog opens.

4. In the Available Rebar list, clear the check mark by 25 (mm).

This tutorial will limit the rebar size.

Note: All other design settings are left as their defaults, but you can make many design and detailing changes

here.

5. Click OK. 6. Either:

select the Crack Width Setting tool or

select Settings > Crack Width Settings The Crack Width Settings dialog opens.

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7. Select the Perform Check option in the Crack Width group.

Note: Leave the Permissible Crack Width as the default value and leave the Perform Check option in the

Initial Thermal Cracking group unchecked for this tutorial.

8. Click OK.

2.2 To specify elevator openings

Since the analysis model does not contain openings in the slab, you can add those in STAAD RCDC.

Note: STAAD RCDC can design and detail concrete stairs with the slab. Do not create an opening for the stairs if

you plan to use this feature. Refer to the STAAD RCDC help topic Slab > Staircase Section for details on this feature.

1. In the Design Data table, select row 19 (for Slab 18).

The slab is highlighted in the Slab Layout view window.

2. Do either of the following:

select True in the Is Cut Out cell for this row in the table or

right-click on the slab in the view window and select True from the Is Cut Out drop-down in the pop-up menu

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The slab is now marked as a cutout.

3. Select Modify > Re-evaluate Slab continuity.

Note: This will change the continuity of surrounding slabs. If you do not perform this step, you will be

prompted to automatically re-evaluate the continuity before performing an autodesign.

2.3 To perform the design

Slabs in STAAD RCDC are designed for the Imposed Load and Live Load values input for each slab on the

Design Data table. These values are imported (along with thickness, etc.) from the slab parameters specified in

STAAD.Pro Building Planner mode.

1. Either:

select the Autodesign tool or

select Design > Autodesign.

A message dialog opens confirming you want to proceed since the continuity must be reevaluated if you have not already done so.

2. If you did not previously reevaluate the continuity, click Yes.

The Design Output page opens.

A warning message opens stating that two of the slabs have failed the design checks. The same slab is marked with a red row number in the table.

3. Select the row for the first failed slab (row 13, S24) in the table and then either:

select the Design tool or

select Modify > Design

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or

right-click and select Design from the pop-up menu

The Design Slab dialog for this slab opens at the bottom of the program window.

4. Type 325 (mm) in the Thickness field in the Design Parameters group. 5. Select the Design tool in the Design Slab dialog.

The slab now passes the design checks.

6. Select the Accept tool to update the design with the changes.

7. Repeat steps 3 through 6 for S17 (row 24) with a thickness of 200 (mm).

2.4 To generate construction and detail drawings

1. Generate a GA drawing for the slab:

a. Select Reports > General Arrangement Plan.

The GA Drawing view window opens.

b. Click the Save tool in the view window.

c. Type Sample_Slab_GA.dxf and click Save to save the GA drawing as a DXF file. 2. Generate a schedule:

a. Either:

select the Text Schedule tool or

Select Reports > Text Schedule.

A dialog opens to ask if you want to group similar slabs.

b. Click Yes.

The Text Schedule view window opens.

c. Click the Save tool in the view window.

d. Type Sample_Slab_Sched.dxf and click Save to save the schedule as a DXF file. 3. Generate the reinforcement layout drawings:

a. Either:

select the In-Plan Detailing tool or

Select Reports > In-Plan Detailing.

The Top Reinforcement and Bottom Reinforcement drawings open.

c. Type Sample_Slab_TopReinfPlan.dxf and click Save to save the schedule as a DXF file.

d. Repeat steps 4b and 4c to save the bottom reinforcement plan as Sample_Slab_BotReinfPlan.dxf. 4. Generate a bill of quantities:

a. Either:

select the Bill of Quantities tool

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Select Reports > Bill of Quantities. The Bill Of Quantities dialog opens.

b. Select the BOQ Summary option.

c. Select € - Euro from the Currency drop-down list.

d. Type 90 (€/m3_{) for Grade C20/25 concrete and 4 (€/kg) for Grade Fy420 steel. Type 8 (€/m}2_{) for the}

Shuttering value.

e. Click OK.

The BOQ Summary opens.

f. Either:

click the Print tool to print out a copy of this report or

click the Save tool to save an HTML copy of this report

2.5 To generate design calculation reports

1. Either:

select the Design Summary tool or

select Reports > Design Summary The Slab Design Summary opens.

2. Either:

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select the Design Calculations tool or

select Reports > Design Calculations The Select Slabs dialog opens.

3. Check the boxes for S1 and S12.

For this tutorial you will only output the detailed design for two slabs. You can check the All Slabs option to include the full design report.

4. Click OK.

The Slab Design opens.

5. Either:

2.6 To save the project and exit

1. Either:

select the Save tool (on the main program toolbar) or

select File > Save

The Save As dialog opens.

2. Type Sample1_Slab_tutorial.rcdx in the filename and click Save. 3. Select File > Exit.

STAAD RCDC closes and you are returned to STAAD.Pro.

2.7 STAAD RCDC Settings Files

When you save your project in STAAD RCDC, in addition to the project file (.rcdx) a project settings file is also created (.rcps). You can select File > Import Project Settings to open the project settings for a previous project once you have established project or office standards you want to re-use.

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3

Beam Design

This section of the tutorial demonstrates how to design and detail continuous concrete beams.

STAAD RCDC will automatically look for continuous beam members in the STAAD model and group these as a single physical beam. This way if you have a beam which continuous through columns or one which was sub-divided into STAAD.Pro to facilitate support of a transverse member, it will be designed as a single beam entity in STAAD RCDC.

In this example, you will use most of the default values for all designs.

3.1 To start the beam design

In STAAD.Pro, ensure you are on the Frame | Design page in the Building Planner mode.

1. In the top-right dialog, check the Level :1 option and then click Design Beams.

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The beam continuity is automatically detected as the analytical model data is read.

3. Either:

select the General and Reinforcement Settings tool or

select Settings > General and Reinforcement Settings The General and Reinforcement Settings dialog opens.

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4. In the Rebar list, clear the check mark by both 32 (mm) and 40 (mm).

The initial design will be evaluated using smaller size bars where possible.

Note: All other design settings are left as their defaults, but you can make many design and detailing changes

here.

5. Click OK.

Note: There are numerous other detailing and drawing settings in STAAD RCDC that allow you to customize the

concrete detailing for your client or organization’s needs. For details on these options, refer to the STAAD RCDC help by pressing <F1> or selecting Help > Contents.

3.2 To specify load cases and combinations

1. Select Settings > Basic Load Cases

The Basic Load Cases dialog opens.

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2. (Optional) If the Load Type selection is not already specified for each load case, select it from the drop-down

list:

LOAD 9: DEAD LOAD Dead Load LOAD 10: LIVE LOAD Live Load

3. (Optional) If both loads are not already added to the Primary Load Cases list, click the [+] button when a load

case is selected in the Analysis Load Cases list to add it.

Note: You can import previously saved load cases and combinations to use by clicking the Import Load Cases & Combinations button and selecting an .ldsx file. Refer to the following steps on how to create a

load settings file.

4. Click OK.

The Load Combinations dialog opens.

5. Click Add From Analysis.

The load combination from the analysis file is added for strength design checks.

6. Add the load combination for use in evaluating crack width: a. Select the Crack Width tab.

b. Click Add From Template > For Regular Structure.

A service level load combination is added from the STAAD RCDC load combinations template.

Note: Typically, a different (service level) load combination is used for evaluating crack widths. If you

already have appropriate service load combinations in your analytical model, you can add those instead and select them for use here.

c. Check the options for Crack Width and Stress Limit in the load load combination in the table. 7. Export the load cases and combinations for later use:

a. Click Export Load Cases & Combinations.

b. Type Sample1_Loads and click Save. 8. Click OK.

3.3 To split beam group at staircase

1. Select the Design Input | Beam Continuum tab. 2. Select the third beam group in the chart.

Note: The beams on grid line 6 are highlighted in the Layout view.

3. Right-click on the blue box labeled C17 (column 17) and select Split Group from the pop-up menu.

The beam group is split into two physical members at this location.

4. Select the Design Input | Design Grouping tab.

5. Select G19 in the table or click on the newly created beam group in the Layout view. 6. Type -900 in the Top field for both beam segments in G19 (B14 and B15).

This represents a top of beam elevation of 0.9m below the floor elevation.

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3.4 To perform the beam design

1. Either:

An exceptions dialog opens indicating that two beams have failed the design checks.

select the Failure Diagnostics tool or

select Reports > Failure Diagnostics

The Failure Diagnostics tab opens. The table indicates that many beams are failing due detailing checks.

4. Evaluate some options for beam group 2:

a. Select any of the beam segments in G2 in the Design Output table.

The beam segments in this group are marked with a red tag to indicate the group failed one or more checks.

b. Either:

select the Design tool or

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select Modify > Design

The Redsign Grp dialog opens at the bottom of the program window.

c. Type 3 in the Bar Layers at Top field.

d. Select the Redesign tool in the Redesign Grp dialog.

The beam now passes design and crack width checks.

e. Select the Accept tool.

The Design Output table now shows green for the G2 beam indicating it passes.

5. Repeat step 4 to redesign G7 with 3 layers of top bars as well.

Optionally, you can use the UnLock tool to unlock the current design and then change the initial settings to use larger reinforcement sizes.

6. Review the detailing on the demand and capacity curve for a beam: a. Select beam group G1 and either:

select the Detail tool or

select Modify > Detail or

right-click and select Detail from the pop-up menu

The Redtail dialog opens at the bottom of the program window.

b. Click-and-drag your mouse cursor over the beam subdivisions starting at 0.75L of the first beam span in

G1.

c. Right-click and select detail from the pop-up menu.

The Top Steel pop-up dialog opens.

d. Delete the N1 value for layer 4 and then select the empty value for D1 for the same layer.

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This will remove the fourth layer of bars from the top steel in this segment, creating a new reinforcement detail for the selected segment.

e. Click OK.

The section of the capacity curve for the top steel updates to reflect the detailing change.

f. Click Cancel.

Tip: You can use select the beam segments or entire reinforcement zones by their labels just below the

diagram. You can copy and paste reinforcement details between zones or selections.

7. (Optional) Check for any resized beams during design by selecting Reports > Beam Size Changed.

A report including any resized beams during design opens. For this example, none of the beams were resized.

3.5 To generate beam schedules and drawings

1. Generate a text schedule of beam reinforcement: a. Either:

Select Reports > Text Schedule. The Schedule Type dialog opens.

b. Select the Type 1 option. c. Select the Group Beams option. d. Click OK.

The Text Schedule view window opens.

e. Click the Save tool in the view window.

f. Type Tutorial_Beam_Sched.dxf and click Save to save the schedule as a DXF file. 2. Generate an elevation for any beam group:

a. In the Design Output table, right-click on any beam group and select Quick Elevation from the pop-up

window.

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The elevation drawing for this beam group opens in the lower section of the program window.

b. (Optional) Select the Save tool in the Elevation view to save this view as a DXF file. c. Select the Cancel tool to close the elevation view

3. Generate the elevation and sections for a beam group: a. Either:

select the Elevation and Section tool or

Select Reports > Elevation and Section. The Select Beams dialog opens.

b. Select group 1.B1-B2-B3-B4 in the beams list. c. Select the following Draw options:

Elevation Mark Anchorage Cross section Show Section Mark

Tip: You can modify the drawing and detailing options by clicking the Detailing & Drawing Settings

button (also by selecting Settings > Detailing & Drawing Settings before using this tool). You can also customize rebar mark styles from this dialog.

d. Click OK.

The Elevation for the selected beam group opens.

f. Type Tutorial_Beam_Sched.dxf and click Save to save the schedule as a DXF file. 4. Generate a bill of quantities:

a. Either:

select the Bill of Quantities tool or

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b. Select the BOQ Summary and Reinforcement Type Wise options. c. Select € - Euro from the Currency drop-down list.

Shuttering value.

e. Click OK.

The BOQ Summary and BOQ Detailed - Reinf Type Wise tabs open.

f. Either:

5. Generate bar bending schedule: a. Select BBS > Generate BBS.

The Generate BBS dialog opens.

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b. Select 1.B1-B2-B3-B4 and 2. B5-B6-B7-B8-B9 in the list of beam groups. c. Select the Continuous option in the Rebar Numbering group.

d. Select both the Drawing and Spreadsheet options in the Schedule Format group.

e. Click inside the file path field, type Tutorial_Beam_BBS in the Save As dialog that opens, and then click Save.

f. Click Generate.

The BBS opens containing a text schedule of the bar bending schedule. If you have Microsoft®_Office

Excel®_{installed (or another spreadsheet program cable of opening .xslx format spreadsheet files), the}

spreadsheet of the bar bending schedule opens.

g. Close your spreadsheet application. h. Click the Save tool in the view window.

i. Type Tutorial_Beam_BBS.dxf and click Save to save the schedule as a DXF file.

3.6 To generate beam design calculations

1. Either:

select Reports > Design Summary The Design Summary opens.

2. Either:

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The Select Beams opens.

3. Select 1.B1-B2-B3-B4 and 2. B5-B6-B7-B8-B9 in the list of beam groups.

For this tutorial you will only output the detailed design for two beam groups. You can check the All Beams option to include the full design report.

3.7 To save the project and exit

1. Either:

2. Type Sample1_Beam_tutorial.rcdx in the filename and click Save. 3. Select File > Exit.

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4

Column and Wall Design

This section of the tutorial demonstrates how to design and detail continuous concrete columns.

STAAD RCDC will make continuous physical columns out of collinear analytical columns modeled in the Building Planner mode in STAAD.Pro.

4.1 To start the column design

In STAAD.Pro, ensure you are on the Frame | Design page in the Building Planner mode.

1. In the top-right dialog, click Design Columns.

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The column continuity is automatically detected as the analytical model data is read.

3. Either:

select the Reinforcement Settings tool or

select Settings > Reinforcement Settings The Reinforcement Settings dialog opens.

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4. In the Rebar list, clear the check mark by both 32 (mm) and 40 (mm).

The initial design will be evaluated using smaller size bars where possible.

5. Click OK.

Note: There are numerous other detailing and drawing settings in STAAD RCDC that allow you to customize the

concrete detailing for your client or organization’s needs. For details on these options, refer to the STAAD RCDC help by pressing <F1> or selecting Help > Contents.

4.2 To import load cases and combinations

In this procedure, you will import the load settings file you saved when designing the beams (on page 18).

1. Select Settings > Basic Load Cases.

The Basic Load Cases dialog opens.

2. Click Import Load Cases & Combinations.

The Open dialog opens.

3. Select the file Sample1_Loads.ldsx and then click Open.

If you saved this file under a different name or in a different location, locate and select the file you created in the previous section.

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4. Click OK.

The Load Combinations dialog opens. The previously selected load combinations from the analysis model are also already added.

5. Click OK.

4.3 To perform the column design

1. Either:

The Failed Columns Dialog dialog opens indicating that two columns have failed the design checks.

select the Failure Diagnostics tool or

select Reports > Failure Diagnostics

The Failure Diagnostics tab opens. The table indicates that the two beams have failed a detailing check.

4. Evaluate some options for column 12:

a. Select the row for column C12 from 6m TO 12m in the column design table.

This column is marked with a red tag to indicate it failed one or more checks.

b. Either:

select the Redesign Section tool or

select Modify > Redesign Section or

right-click on the column row and select Redesign Section from the pop-up menu The Redsign Column dialog opens at the bottom of the program window.

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c. In the Dia list, select 20 (mm) and then in the Bars list select 3#.

This will place 20mm bars in groups of three in the section.

d. Click on any of the corner bars in the cross section.

The color-coded size of the grouped bars are added to each corner.

e. Repeat steps 4c and 4d to add single (1#) 20mm bars along the faces.

Note: Once you select number of bars, you only need to click twice in the section to update all the face

bars.

f. Select the Redesign tool in the Redesign Grp dialog.

The column now passes design and detailing checks.

g. Select the Accept tool.

Tip: Right-clicking on a wall and selecting Redesign Section allows you to graphically detail a wall section in

the same manner. Try this with W1 in the Column Design table as an extra excercise. The Design Output table now shows green for the G1 beam indicating it passes.

5. Repeat step 4 to redesign the other failing column (C23).

6. Right-click on the second level column 12 (C12: 6m TO 12m) and select Interaction Surface from the pop-up menu.

The Interaction Surface dialog opens.

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7. Review the interaction surface:

Options Description

To display the interaction at critical points for a

load combination select that combination from the table To view the interaction at any point along the

column height drag the slider to a specific load value

To control the view of the interaction surface use the view controls at the top of the interaction surface view window

8. Click the X in top-right to close the Interaction Surface window.

4.4 To generate column schedules and drawings

1. Generate a text schedule of column reinforcement: a. Either:

Select Reports > Text Schedule > Type 1 (Ductile) Section. The Text Schedule view window opens.

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c. Type Tutorial_Column_Sched.dxf and click Save to save the schedule as a DXF file. 2. Generate detail drawings of columns:

a. Either:

select the Detailed Drawing tool or

Select Reports > Detailed Drawing. The Select Columns dialog opens.

b. Select 0m to 12m for the range of heights. c. Select C1 and W1 in the columns list. d. Click OK.

The Detailed Drawing opens with the Column and Wall Schedule.

f. Type Tutorial_Col_Detail.dxf and click Save to save the schedule as a DXF file. 3. Generate the elevation and sections for a column:

a. Select Reports > Elevation.

The Select Columns dialog opens.

b. Select C1 and W1 in the columns list.

Tip: You can modify the drawing and detailing options by clicking the Detailing & Drawing Settings

button (also by selecting Settings > Detailing & Drawing Settings before using this tool). You can also customize rebar mark styles from this dialog.

c. Click OK.

The elevation for the selected column and wall opens. This drawing contains section cuts at each reinforcement arrangement.

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d. Click the Save tool in the view window.

e. Type Tutorial_Col_Elev.dxf and click Save to save the schedule as a DXF file. 4. Generate a bill of quantities:

a. Either:

select the Bill of Quantities tool or

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b. Select the BOQ Summary and Reinforcement Type Wise options. c. Select € - Euro from the Currency drop-down list.

Shuttering value.

e. Click OK.

The BOQ Summary and BOQ Detailed - Reinf Type Wise tabs open.

f. Either:

5. Generate bar bending schedule: a. Select BBS > Generate BBS.

The Generate BBS dialog opens.

b. Select C1 and W1 in the list of columns groups.

c. Select the Continuous option in the Rebar Numbering group.

d. Select both the Drawing and Spreadsheet options in the Schedule Format group.

e. Click inside the file path field, type Sample1_Col_BBS in the Save As dialog that opens, and then click Save.

f. Click Generate.

The BBS opens containing a text schedule of the bar bending schedule. If you have Microsoft®_Office

Excel®_{installed (or another spreadsheet program cable of opening .xslx format spreadsheet files), the}

spreadsheet of the bar bending schedule opens.

g. Close your spreadsheet application. h. Click the Save tool in the view window.

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4.5 To generate column design calculations

1. Either:

select Reports > Design Summary The Design Summary opens.

2. Either:

select Reports > Design Calculations The Select Columns dialog opens.

3. Select columns C1 and W1 in the columns list.

For this tutorial you will only output the detailed design for one column and one wall. You can check the All

Columns option to include the full design report. Or, if you only need the calculations for one level of a

column or wall, you can expand that entry and select the level of interest.

4.6 To save the project and exit

1. Either:

2. Type Sample1_Col_tutorial.rcdx in the filename and click Save. 3. Select File > Exit.

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A

Tutorial STAAD Input File

The following input file for STAAD.Pro is included with the installation of that product. It is included here as well. STAAD SPACE ...\New folder\\STAADXXXBuilding.std

** FILE CREATED ON : (18-06-2015, 09:28:32 AM) ** FILE IS GENERATED USING Building Planner

** Building Planner FILE : C:\Users\Antara.Chakraborti\Desktop\New folder\Sample1.plnx START JOB INFORMATION

JOB NAME a JOB CLIENT a ENGINEER NAME a END JOB INFORMATION UNIT METERS MTONS JOINT COORDINATES 1 0.0000 0.0000 -32.6100 2 8.0000 0.0000 -32.6100 3 16.0000 0.0000 -32.6100 4 24.0000 0.0000 -32.6100 5 32.0000 0.0000 -32.6100 6 0.0000 0.0000 -26.9000 7 8.0000 0.0000 -26.9000 8 16.0000 0.0000 -26.9000 9 24.0000 0.0000 -26.9000 10 32.0000 0.0000 -26.9000 11 33.8700 0.0000 -26.9000 12 46.0800 0.0000 -21.7400 13 0.0000 0.0000 -18.0000 14 8.0000 0.0000 -18.0000 15 16.0000 0.0000 -18.0000 16 24.0000 0.0000 -18.0000 17 32.0000 0.0000 -18.0000 18 34.3600 0.0000 -18.0000 19 36.7900 0.0000 -18.0000 20 32.0000 0.0000 -14.7500 21 34.3600 0.0000 -14.7500 22 37.8500 0.0000 -14.7500 23 49.0600 0.0000 -13.2500 24 0.0000 0.0000 -8.9500 25 8.0000 0.0000 -8.9500 26 16.0000 0.0000 -8.9500 27 24.0000 0.0000 -8.9500 28 32.0000 0.0000 -8.9500 29 37.8300 0.0000 -8.9500 30 39.7500 0.0000 -8.9500 31 32.0000 0.0000 -6.4600 32 37.8300 0.0000 -6.4600

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34 8.0000 0.0000 0.0000 35 16.0000 0.0000 0.0000 36 24.0000 0.0000 0.0000 37 32.0000 0.0000 0.0000 38 37.8300 0.0000 0.0000 39 42.6800 0.0000 0.0000 40 0.0000 1.0000 -32.6100 41 8.0000 1.0000 -32.6100 42 16.0000 1.0000 -32.6100 43 24.0000 1.0000 -32.6100 44 32.0000 1.0000 -32.6100 45 0.0000 1.0000 -26.9000 46 8.0000 1.0000 -26.9000 47 16.0000 1.0000 -26.9000 48 24.0000 1.0000 -26.9000 49 32.0000 1.0000 -26.9000 50 33.8700 1.0000 -26.9000 51 46.0800 1.0000 -21.7400 52 0.0000 1.0000 -18.0000 53 8.0000 1.0000 -18.0000 54 16.0000 1.0000 -18.0000 55 24.0000 1.0000 -18.0000 56 32.0000 1.0000 -18.0000 57 34.3600 1.0000 -18.0000 58 36.7900 1.0000 -18.0000 59 32.0000 1.0000 -14.7500 60 34.3600 1.0000 -14.7500 61 37.8500 1.0000 -14.7500 62 49.0600 1.0000 -13.2500 63 0.0000 1.0000 -8.9500 64 8.0000 1.0000 -8.9500 65 16.0000 1.0000 -8.9500 66 24.0000 1.0000 -8.9500 67 32.0000 1.0000 -8.9500 68 37.8300 1.0000 -8.9500 69 39.7500 1.0000 -8.9500 70 32.0000 1.0000 -6.4600 71 37.8300 1.0000 -6.4600 72 0.0000 1.0000 0.0000 73 8.0000 1.0000 0.0000 74 16.0000 1.0000 0.0000 75 24.0000 1.0000 0.0000 76 32.0000 1.0000 0.0000 77 37.8300 1.0000 0.0000 78 42.6800 1.0000 0.0000 MEMBER INCIDENCES *Columns at Level 1 1 1 40 2 2 41 3 3 42 4 4 43 5 5 44 6 6 45 7 7 46 8 8 47 9 9 48 10 10 49 11 11 50

(39)

12 12 51 13 13 52 14 14 53 15 15 54 16 16 55 17 17 56 18 18 57 19 19 58 20 20 59 21 21 60 22 22 61 23 23 62 24 24 63 25 25 64 26 26 65 27 27 66 28 28 67 29 29 68 30 30 69 31 31 70 32 32 71 33 33 72 34 34 73 35 35 74 36 36 75 37 37 76 38 38 77 39 39 78 *Beams at Level 1 40 40 41 41 41 42 42 42 43 43 43 44 44 45 46 45 46 47 46 47 48 47 48 49 48 49 50 49 52 53 50 53 54 51 54 55 52 55 56 53 56 57 54 57 58 55 59 60 56 60 61 57 63 64 58 64 65 59 65 66 60 66 67 61 67 68 62 68 69 63 70 71 64 72 73 65 73 74 66 74 75 67 75 76

(40)

69 77 78 70 72 63 71 63 52 72 52 45 73 45 40 74 73 64 75 64 53 76 53 46 77 46 41 78 74 65 79 65 54 80 54 47 81 47 42 82 75 66 83 66 55 84 55 48 85 48 43 86 76 70 87 70 67 88 67 59 89 59 56 90 56 49 91 49 44 92 60 57 93 77 71 94 71 68 95 58 51 96 69 62 97 58 61 98 44 50 99 69 78 100 61 69 101 50 58 102 51 62

DEFINE MATERIAL START ISOTROPIC M20 E 2236067.97749979 POISSON 0.17 DENSITY 2.5 ALPHA 1e-005 DAMP 0.05

END DEFINE MATERIAL MEMBER PROPERTIES *Columns 1 TO 39 PRIS YD 0.5 ZD 0.5 *Beams 40 TO 102 PRIS YD 0.75 ZD 0.23 MEMBER RELEASE CONSTANTS MATERIAL M20 MEMB 1 TO 39 MATERIAL M20 MEMB 40 TO 102 *Columns Beta Angle

BETA 270 MEM 1 TO 39 *All Beam Beta Angle=0 BETA 0 MEM 40 TO 102 SUPPORTS

(41)

1 FIXED 2 FIXED 3 FIXED 4 FIXED 5 FIXED 6 FIXED 7 FIXED 8 FIXED 9 FIXED 10 FIXED 11 FIXED 12 FIXED 13 FIXED 14 FIXED 15 FIXED 16 FIXED 17 FIXED 18 FIXED 19 FIXED 20 FIXED 21 FIXED 22 FIXED 23 FIXED 24 FIXED 25 FIXED 26 FIXED 27 FIXED 28 FIXED 29 FIXED 30 FIXED 31 FIXED 32 FIXED 33 FIXED 34 FIXED 35 FIXED 36 FIXED 37 FIXED 38 FIXED 39 FIXED

LOAD 9 LOADTYPE Dead TITLE DEAD LOAD SELFWEIGHT Y -1

JOINT LOAD

51 FY -8.15622E-14 MX -4.841474E-21 MZ -1.202599E-20 57 FY -3.23908E-07 MX 3.250881E-30 MZ -2.654633E-14 62 FY -1.06989E-13 MX 1.604572E-20 MZ -5.632066E-21 69 FY -5.36661E-15 MX 1.305736E-38 MZ -1.06625E-22 78 FY -2.300696E-14 MX 2.239106E-37 MZ -1.828429E-21 MEMBER LOAD 40 UNI Y -0.77875 40 TRAP Y -1.642 0 5.145 7.999 40 UNI Y -1.642 2.855 5.144 40 TRAP Y 0 -1.642 0 2.855 41 UNI Y -0.77875 41 TRAP Y -1.642 0 5.145 7.999 41 UNI Y -1.642 2.855 5.144 41 TRAP Y 0 -1.642 0 2.855 42 UNI Y -0.77875

(42)

42 UNI Y -1.642 2.855 5.144 42 TRAP Y 0 -1.642 0 2.855 43 UNI Y -0.77875 43 TRAP Y -1.642 0 5.145 7.999 43 UNI Y -1.642 2.855 5.144 43 TRAP Y 0 -1.642 0 2.855 44 UNI Y -0.39175 44 TRAP Y -1.642 0 5.145 7.999 44 UNI Y -1.642 2.855 5.144 44 TRAP Y 0 -1.642 0 2.855 44 TRAP Y 0 -2.8 0 4 44 TRAP Y -2.8 0 4 7.999 45 UNI Y -0.39175 45 TRAP Y -1.642 0 5.145 7.999 45 UNI Y -1.642 2.855 5.144 45 TRAP Y 0 -1.642 0 2.855 45 TRAP Y 0 -2.8 0 4 45 TRAP Y -2.8 0 4 7.999 46 UNI Y -0.39175 46 TRAP Y -1.642 0 5.145 7.999 46 UNI Y -1.642 2.855 5.144 46 TRAP Y 0 -1.642 0 2.855 46 TRAP Y 0 -2.8 0 4 46 TRAP Y -2.8 0 4 7.999 47 UNI Y -0.39175 47 TRAP Y -1.642 0 5.145 7.999 47 UNI Y -1.642 2.855 5.144 47 TRAP Y 0 -1.642 0 2.855 47 TRAP Y 0 -2.8 0 4 47 TRAP Y -2.8 0 4 7.999 48 UNI Y -0.39175 48 TRAP Y 0 -0.761 0 0.875 48 TRAP Y -0.761 0 0.876 1.869 48 TRAP Y -2.805 0 0.961 1.869 48 TRAP Y 0 -2.805 0 0.961 49 UNI Y -0.39175 49 TRAP Y 0 -2.8 0 4 49 TRAP Y -2.8 0 4 7.999 49 TRAP Y 0 -2.8 0 4 49 TRAP Y -2.8 0 4 7.999 50 UNI Y -0.39175 50 TRAP Y 0 -2.8 0 4 50 TRAP Y -2.8 0 4 7.999 50 TRAP Y 0 -2.8 0 4 50 TRAP Y -2.8 0 4 7.999 51 UNI Y -0.39175 51 TRAP Y 0 -2.8 0 4 51 TRAP Y -2.8 0 4 7.999 51 TRAP Y 0 -2.8 0 4 51 TRAP Y -2.8 0 4 7.999 52 UNI Y -0.39175 52 TRAP Y 0 -2.8 0 4 52 TRAP Y -2.8 0 4 7.999 52 TRAP Y 0 -2.8 0 4 52 TRAP Y -2.8 0 4 7.999 53 UNI Y -0.39175 53 TRAP Y 0 -2.09 0 2.22 53 TRAP Y -2.09 -1.976 2.22 2.359

(43)

53 TRAP Y 0 -0.472 0 1.179 53 TRAP Y -0.472 0 1.18 2.359 54 UNI Y -0.39175 54 TRAP Y -1.976 0 0 2.429 54 TRAP Y -0.689 0 1.307 2.429 54 TRAP Y 0 -0.689 0 1.307 55 UNI Y -0.39175 55 TRAP Y 0 -0.472 0 1.179 55 TRAP Y -0.472 0 1.18 2.359 55 TRAP Y 0 -1.302 0 2.359 56 UNI Y -0.39175 56 TRAP Y 0 -0.611 0 1.604 56 TRAP Y -0.611 0 1.605 3.489 56 TRAP Y -1.745 0 0.803 3.489 56 TRAP Y -1.302 -1.745 0 0.802 57 UNI Y -0.39175 57 TRAP Y 0 -2.8 0 4 57 TRAP Y -2.8 0 4 7.999 57 TRAP Y 0 -2.8 0 4 57 TRAP Y -2.8 0 4 7.999 58 UNI Y -0.39175 58 TRAP Y 0 -2.8 0 4 58 TRAP Y -2.8 0 4 7.999 58 TRAP Y 0 -2.8 0 4 58 TRAP Y -2.8 0 4 7.999 59 UNI Y -0.39175 59 TRAP Y 0 -2.8 0 4 59 TRAP Y -2.8 0 4 7.999 59 TRAP Y 0 -2.8 0 4 59 TRAP Y -2.8 0 4 7.999 60 UNI Y -0.39175 60 TRAP Y 0 -2.8 0 4 60 TRAP Y -2.8 0 4 7.999 60 TRAP Y 0 -2.8 0 4 60 TRAP Y -2.8 0 4 7.999 61 UNI Y -0.39175 61 UNI Y -0.56 0 5.829 61 TRAP Y 0 -1.59 0 3.575 61 TRAP Y -1.59 -0.731 3.576 5.829 62 UNI Y -0.39175 62 TRAP Y -2.816 0 0.988 1.919 62 TRAP Y 0 -2.816 0 0.987 62 TRAP Y -0.731 0 0 1.919 63 UNI Y -0.39175 63 TRAP Y 0 -1.676 0 2.914 63 TRAP Y -1.676 0 2.915 5.829 63 UNI Y -0.56 0 5.829 64 UNI Y -0.77875 64 TRAP Y 0 -2.8 0 4 64 TRAP Y -2.8 0 4 7.999 65 UNI Y -0.77875 65 TRAP Y 0 -2.8 0 4 65 TRAP Y -2.8 0 4 7.999 66 UNI Y -0.77875 66 TRAP Y 0 -2.8 0 4 66 TRAP Y -2.8 0 4 7.999 67 UNI Y -0.77875

(44)

67 TRAP Y -2.8 0 4 7.999 68 UNI Y -0.77875 68 TRAP Y 0 -1.676 0 2.914 68 TRAP Y -1.676 0 2.915 5.829 69 UNI Y -0.77875 69 TRAP Y 0 -2.106 0 2.248 69 TRAP Y -2.106 0 2.248 4.849 70 UNI Y -0.77875 70 TRAP Y 0 -2.8 0 4 70 UNI Y -2.8 4 4.949 70 TRAP Y -2.8 0 4.95 8.949 71 UNI Y -0.77875 71 TRAP Y 0 -2.8 0 4 71 UNI Y -2.8 4 5.049 71 TRAP Y -2.8 0 5.05 9.049 72 UNI Y -0.77875 72 TRAP Y 0 -2.8 0 4 72 UNI Y -2.8 4 4.899 72 TRAP Y -2.8 0 4.9 8.899 73 UNI Y -0.77875 73 TRAP Y -1.642 0 2.855 5.709 73 TRAP Y 0 -1.642 0 2.855 74 UNI Y -0.39175 74 TRAP Y 0 -2.8 0 4 74 UNI Y -2.8 4 4.949 74 TRAP Y -2.8 0 4.95 8.949 74 TRAP Y 0 -2.8 0 4 74 UNI Y -2.8 4 4.949 74 TRAP Y -2.8 0 4.95 8.949 75 UNI Y -0.39175 75 TRAP Y 0 -2.8 0 4 75 UNI Y -2.8 4 5.049 75 TRAP Y -2.8 0 5.05 9.049 75 TRAP Y 0 -2.8 0 4 75 UNI Y -2.8 4 5.049 75 TRAP Y -2.8 0 5.05 9.049 76 UNI Y -0.39175 76 TRAP Y 0 -2.8 0 4 76 UNI Y -2.8 4 4.899 76 TRAP Y -2.8 0 4.9 8.899 76 TRAP Y 0 -2.8 0 4 76 UNI Y -2.8 4 4.899 76 TRAP Y -2.8 0 4.9 8.899 77 UNI Y -0.39175 77 TRAP Y -1.642 0 2.855 5.709 77 TRAP Y 0 -1.642 0 2.855 77 TRAP Y -1.642 0 2.855 5.709 77 TRAP Y 0 -1.642 0 2.855 78 UNI Y -0.39175 78 TRAP Y 0 -2.8 0 4 78 UNI Y -2.8 4 4.949 78 TRAP Y -2.8 0 4.95 8.949 78 TRAP Y 0 -2.8 0 4 78 UNI Y -2.8 4 4.949 78 TRAP Y -2.8 0 4.95 8.949 79 UNI Y -0.39175 79 TRAP Y 0 -2.8 0 4 79 UNI Y -2.8 4 5.049

(45)

79 TRAP Y -2.8 0 5.05 9.049 79 TRAP Y 0 -2.8 0 4 79 UNI Y -2.8 4 5.049 79 TRAP Y -2.8 0 5.05 9.049 80 UNI Y -0.39175 80 TRAP Y 0 -2.8 0 4 80 UNI Y -2.8 4 4.899 80 TRAP Y -2.8 0 4.9 8.899 80 TRAP Y 0 -2.8 0 4 80 UNI Y -2.8 4 4.899 80 TRAP Y -2.8 0 4.9 8.899 81 UNI Y -0.39175 81 TRAP Y -1.642 0 2.855 5.709 81 TRAP Y 0 -1.642 0 2.855 81 TRAP Y -1.642 0 2.855 5.709 81 TRAP Y 0 -1.642 0 2.855 82 UNI Y -0.39175 82 TRAP Y 0 -2.8 0 4 82 UNI Y -2.8 4 4.949 82 TRAP Y -2.8 0 4.95 8.949 82 TRAP Y 0 -2.8 0 4 82 UNI Y -2.8 4 4.949 82 TRAP Y -2.8 0 4.95 8.949 83 UNI Y -0.39175 83 TRAP Y 0 -2.8 0 4 83 UNI Y -2.8 4 5.049 83 TRAP Y -2.8 0 5.05 9.049 83 TRAP Y 0 -2.8 0 4 83 UNI Y -2.8 4 5.049 83 TRAP Y -2.8 0 5.05 9.049 84 UNI Y -0.39175 84 TRAP Y 0 -2.8 0 4 84 UNI Y -2.8 4 4.899 84 TRAP Y -2.8 0 4.9 8.899 84 TRAP Y 0 -2.8 0 4 84 UNI Y -2.8 4 4.899 84 TRAP Y -2.8 0 4.9 8.899 85 UNI Y -0.39175 85 TRAP Y -1.642 0 2.855 5.709 85 TRAP Y 0 -1.642 0 2.855 85 TRAP Y -1.642 0 2.855 5.709 85 TRAP Y 0 -1.642 0 2.855 86 UNI Y -0.39175 86 TRAP Y 0 -2.8 0 4 86 UNI Y -2.8 4 4.949 86 TRAP Y -2.8 -1.743 4.95 6.459 86 TRAP Y 0 -1.676 0 2.914 86 UNI Y -1.676 2.915 3.544 86 TRAP Y -1.676 0 3.545 6.459 87 UNI Y -0.39175 87 TRAP Y -1.743 0 0 2.489 88 UNI Y -0.39175 88 TRAP Y 0 -2.8 0 4 88 UNI Y -2.8 4 5.049 88 TRAP Y -2.8 -2.275 5.05 5.799 88 TRAP Y -1.968 0 2.844 5.799 88 TRAP Y 0 -1.968 0 2.843

(46)

89 TRAP Y -2.275 0 0 3.249 89 TRAP Y -0.472 0 2.07 3.249 89 UNI Y -0.472 1.18 2.069 89 TRAP Y 0 -0.472 0 1.179 90 UNI Y -0.39175 90 TRAP Y 0 -2.8 0 4 90 UNI Y -2.8 4 4.899 90 TRAP Y -2.8 0 4.9 8.899 90 TRAP Y -0.974 0 3.89 8.899 90 TRAP Y 0 -0.974 0 3.89 91 UNI Y -0.39175 91 TRAP Y -1.642 0 2.855 5.709 91 TRAP Y 0 -1.642 0 2.855 91 TRAP Y -0.249 0 1.952 5.709 91 TRAP Y 0 -0.249 0 1.951 92 UNI Y -0.39175 92 TRAP Y -0.472 0 2.07 3.249 92 UNI Y -0.472 1.18 2.069 92 TRAP Y 0 -0.472 0 1.179 92 TRAP Y -0.598 0 1.572 3.249 92 TRAP Y 0 -0.598 0 1.572 93 UNI Y -0.39175 93 TRAP Y 0 -1.676 0 2.914 93 UNI Y -1.676 2.915 3.544 93 TRAP Y -1.676 0 3.545 6.459 93 TRAP Y -0.989 -0.49 3.921 6.459 93 TRAP Y 0 -0.989 0 3.92 94 UNI Y -0.39175 94 TRAP Y -0.49 0 0 2.489 95 UNI Y -0.77875 95 TRAP Y 0 -3.711 0 4.842 95 TRAP Y -3.711 0 4.842 10.014 96 UNI Y -0.77875 96 TRAP Y -3.672 0 5.373 10.254 96 TRAP Y 0 -3.672 0 5.372 97 UNI Y -0.39175 97 TRAP Y -0.569 0 1.498 3.418 97 TRAP Y 0 -0.569 0 1.497 97 TRAP Y 0 -3.005 0 3.418 98 UNI Y -0.77875 98 TRAP Y -0.237 0 3.779 6.008 98 TRAP Y 0 -0.237 0 3.779 99 UNI Y -0.77875 99 TRAP Y -0.94 0 4.815 9.417 99 TRAP Y 0 -0.94 0 4.814 100 UNI Y -0.39175 100 TRAP Y -3.999 0 1.131 6.103 100 TRAP Y -3.005 -3.999 0 1.131 100 TRAP Y -1.87 0 2.629 6.103 100 TRAP Y 0 -1.87 0 2.629 101 UNI Y -0.77875 101 TRAP Y -0.926 0 4.8 9.366 101 TRAP Y 0 -0.926 0 4.8 102 UNI Y -0.77875 102 TRAP Y 0 -4.08 0 4.662 102 TRAP Y -4.08 0 4.663 8.997 LOAD 10 LOADTYPE Live TITLE LIVE LOAD JOINT LOAD

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51 FY -2.039E-14 MX -1.210336E-21 MZ -3.006417E-21 57 FY -1.177877E-07 MX 1.182168E-30 MZ -9.653456E-15 62 FY -2.67466E-14 MX 4.011332E-21 MZ -1.407982E-21 69 FY -1.951477E-15 MX 4.748088E-39 MZ -3.877237E-23 78 FY -8.366266E-15 MX 8.142299E-38 MZ -6.64891E-22 MEMBER LOAD 40 TRAP Y -0.571 0 5.145 7.999 40 UNI Y -0.571 2.855 5.144 40 TRAP Y 0 -0.571 0 2.855 41 TRAP Y -0.571 0 5.145 7.999 41 UNI Y -0.571 2.855 5.144 41 TRAP Y 0 -0.571 0 2.855 42 TRAP Y -0.571 0 5.145 7.999 42 UNI Y -0.571 2.855 5.144 42 TRAP Y 0 -0.571 0 2.855 43 TRAP Y -0.571 0 5.145 7.999 43 UNI Y -0.571 2.855 5.144 43 TRAP Y 0 -0.571 0 2.855 44 TRAP Y -0.571 0 5.145 7.999 44 UNI Y -0.571 2.855 5.144 44 TRAP Y 0 -0.571 0 2.855 44 TRAP Y 0 -0.8 0 4 44 TRAP Y -0.8 0 4 7.999 45 TRAP Y -0.571 0 5.145 7.999 45 UNI Y -0.571 2.855 5.144 45 TRAP Y 0 -0.571 0 2.855 45 TRAP Y 0 -0.8 0 4 45 TRAP Y -0.8 0 4 7.999 46 TRAP Y -0.571 0 5.145 7.999 46 UNI Y -0.571 2.855 5.144 46 TRAP Y 0 -0.571 0 2.855 46 TRAP Y 0 -0.8 0 4 46 TRAP Y -0.8 0 4 7.999 47 TRAP Y -0.571 0 5.145 7.999 47 UNI Y -0.571 2.855 5.144 47 TRAP Y 0 -0.571 0 2.855 47 TRAP Y 0 -0.8 0 4 47 TRAP Y -0.8 0 4 7.999 48 TRAP Y 0 -0.381 0 0.875 48 TRAP Y -0.381 0 0.876 1.869 48 TRAP Y -1.02 0 0.961 1.869 48 TRAP Y 0 -1.02 0 0.961 49 TRAP Y 0 -0.8 0 4 49 TRAP Y -0.8 0 4 7.999 49 TRAP Y 0 -0.8 0 4 49 TRAP Y -0.8 0 4 7.999 50 TRAP Y 0 -0.8 0 4 50 TRAP Y -0.8 0 4 7.999 50 TRAP Y 0 -0.8 0 4 50 TRAP Y -0.8 0 4 7.999 51 TRAP Y 0 -0.8 0 4 51 TRAP Y -0.8 0 4 7.999 51 TRAP Y 0 -0.8 0 4 51 TRAP Y -0.8 0 4 7.999 52 TRAP Y 0 -0.8 0 4 52 TRAP Y -0.8 0 4 7.999 52 TRAP Y 0 -0.8 0 4

(48)

53 TRAP Y 0 -0.76 0 2.22 53 TRAP Y -0.76 -0.719 2.22 2.359 53 TRAP Y 0 -0.236 0 1.179 53 TRAP Y -0.236 0 1.18 2.359 54 TRAP Y -0.719 0 0 2.429 54 TRAP Y -0.344 0 1.307 2.429 54 TRAP Y 0 -0.344 0 1.307 55 TRAP Y 0 -0.236 0 1.179 55 TRAP Y -0.236 0 1.18 2.359 55 TRAP Y 0 -0.453 0 2.359 56 TRAP Y 0 -0.306 0 1.604 56 TRAP Y -0.306 0 1.605 3.489 56 TRAP Y -0.607 0 0.803 3.489 56 TRAP Y -0.453 -0.607 0 0.802 57 TRAP Y 0 -0.8 0 4 57 TRAP Y -0.8 0 4 7.999 57 TRAP Y 0 -0.8 0 4 57 TRAP Y -0.8 0 4 7.999 58 TRAP Y 0 -0.8 0 4 58 TRAP Y -0.8 0 4 7.999 58 TRAP Y 0 -0.8 0 4 58 TRAP Y -0.8 0 4 7.999 59 TRAP Y 0 -0.8 0 4 59 TRAP Y -0.8 0 4 7.999 59 TRAP Y 0 -0.8 0 4 59 TRAP Y -0.8 0 4 7.999 60 TRAP Y 0 -0.8 0 4 60 TRAP Y -0.8 0 4 7.999 60 TRAP Y 0 -0.8 0 4 60 TRAP Y -0.8 0 4 7.999 61 UNI Y -0.249 0 5.829 61 TRAP Y 0 -0.553 0 3.575 61 TRAP Y -0.553 -0.254 3.576 5.829 62 TRAP Y -1.024 0 0.988 1.919 62 TRAP Y 0 -1.024 0 0.987 62 TRAP Y -0.254 0 0 1.919 63 TRAP Y 0 -0.583 0 2.914 63 TRAP Y -0.583 0 2.915 5.829 63 UNI Y -0.249 0 5.829 64 TRAP Y 0 -0.8 0 4 64 TRAP Y -0.8 0 4 7.999 65 TRAP Y 0 -0.8 0 4 65 TRAP Y -0.8 0 4 7.999 66 TRAP Y 0 -0.8 0 4 66 TRAP Y -0.8 0 4 7.999 67 TRAP Y 0 -0.8 0 4 67 TRAP Y -0.8 0 4 7.999 68 TRAP Y 0 -0.583 0 2.914 68 TRAP Y -0.583 0 2.915 5.829 69 TRAP Y 0 -0.766 0 2.248 69 TRAP Y -0.766 0 2.248 4.849 70 TRAP Y 0 -0.8 0 4 70 UNI Y -0.8 4 4.949 70 TRAP Y -0.8 0 4.95 8.949 71 TRAP Y 0 -0.8 0 4 71 UNI Y -0.8 4 5.049 71 TRAP Y -0.8 0 5.05 9.049 72 TRAP Y 0 -0.8 0 4

(49)

72 UNI Y -0.8 4 4.899 72 TRAP Y -0.8 0 4.9 8.899 73 TRAP Y -0.571 0 2.855 5.709 73 TRAP Y 0 -0.571 0 2.855 74 TRAP Y 0 -0.8 0 4 74 UNI Y -0.8 4 4.949 74 TRAP Y -0.8 0 4.95 8.949 74 TRAP Y 0 -0.8 0 4 74 UNI Y -0.8 4 4.949 74 TRAP Y -0.8 0 4.95 8.949 75 TRAP Y 0 -0.8 0 4 75 UNI Y -0.8 4 5.049 75 TRAP Y -0.8 0 5.05 9.049 75 TRAP Y 0 -0.8 0 4 75 UNI Y -0.8 4 5.049 75 TRAP Y -0.8 0 5.05 9.049 76 TRAP Y 0 -0.8 0 4 76 UNI Y -0.8 4 4.899 76 TRAP Y -0.8 0 4.9 8.899 76 TRAP Y 0 -0.8 0 4 76 UNI Y -0.8 4 4.899 76 TRAP Y -0.8 0 4.9 8.899 77 TRAP Y -0.571 0 2.855 5.709 77 TRAP Y 0 -0.571 0 2.855 77 TRAP Y -0.571 0 2.855 5.709 77 TRAP Y 0 -0.571 0 2.855 78 TRAP Y 0 -0.8 0 4 78 UNI Y -0.8 4 4.949 78 TRAP Y -0.8 0 4.95 8.949 78 TRAP Y 0 -0.8 0 4 78 UNI Y -0.8 4 4.949 78 TRAP Y -0.8 0 4.95 8.949 79 TRAP Y 0 -0.8 0 4 79 UNI Y -0.8 4 5.049 79 TRAP Y -0.8 0 5.05 9.049 79 TRAP Y 0 -0.8 0 4 79 UNI Y -0.8 4 5.049 79 TRAP Y -0.8 0 5.05 9.049 80 TRAP Y 0 -0.8 0 4 80 UNI Y -0.8 4 4.899 80 TRAP Y -0.8 0 4.9 8.899 80 TRAP Y 0 -0.8 0 4 80 UNI Y -0.8 4 4.899 80 TRAP Y -0.8 0 4.9 8.899 81 TRAP Y -0.571 0 2.855 5.709 81 TRAP Y 0 -0.571 0 2.855 81 TRAP Y -0.571 0 2.855 5.709 81 TRAP Y 0 -0.571 0 2.855 82 TRAP Y 0 -0.8 0 4 82 UNI Y -0.8 4 4.949 82 TRAP Y -0.8 0 4.95 8.949 82 TRAP Y 0 -0.8 0 4 82 UNI Y -0.8 4 4.949 82 TRAP Y -0.8 0 4.95 8.949 83 TRAP Y 0 -0.8 0 4 83 UNI Y -0.8 4 5.049 83 TRAP Y -0.8 0 5.05 9.049

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83 UNI Y -0.8 4 5.049 83 TRAP Y -0.8 0 5.05 9.049 84 TRAP Y 0 -0.8 0 4 84 UNI Y -0.8 4 4.899 84 TRAP Y -0.8 0 4.9 8.899 84 TRAP Y 0 -0.8 0 4 84 UNI Y -0.8 4 4.899 84 TRAP Y -0.8 0 4.9 8.899 85 TRAP Y -0.571 0 2.855 5.709 85 TRAP Y 0 -0.571 0 2.855 85 TRAP Y -0.571 0 2.855 5.709 85 TRAP Y 0 -0.571 0 2.855 86 TRAP Y 0 -0.8 0 4 86 UNI Y -0.8 4 4.949 86 TRAP Y -0.8 -0.498 4.95 6.459 86 TRAP Y 0 -0.583 0 2.914 86 UNI Y -0.583 2.915 3.544 86 TRAP Y -0.583 0 3.545 6.459 87 TRAP Y -0.498 0 0 2.489 88 TRAP Y 0 -0.8 0 4 88 UNI Y -0.8 4 5.049 88 TRAP Y -0.8 -0.65 5.05 5.799 88 TRAP Y -0.684 0 2.844 5.799 88 TRAP Y 0 -0.684 0 2.843 89 TRAP Y -0.65 0 0 3.249 89 TRAP Y -0.236 0 2.07 3.249 89 UNI Y -0.236 1.18 2.069 89 TRAP Y 0 -0.236 0 1.179 90 TRAP Y 0 -0.8 0 4 90 UNI Y -0.8 4 4.899 90 TRAP Y -0.8 0 4.9 8.899 90 TRAP Y -0.354 0 3.89 8.899 90 TRAP Y 0 -0.354 0 3.89 91 TRAP Y -0.571 0 2.855 5.709 91 TRAP Y 0 -0.571 0 2.855 91 TRAP Y -0.125 0 1.952 5.709 91 TRAP Y 0 -0.125 0 1.951 92 TRAP Y -0.236 0 2.07 3.249 92 UNI Y -0.236 1.18 2.069 92 TRAP Y 0 -0.236 0 1.179 92 TRAP Y -0.299 0 1.572 3.249 92 TRAP Y 0 -0.299 0 1.572 93 TRAP Y 0 -0.583 0 2.914 93 UNI Y -0.583 2.915 3.544 93 TRAP Y -0.583 0 3.545 6.459 93 TRAP Y -0.36 -0.178 3.921 6.459 93 TRAP Y 0 -0.36 0 3.92 94 TRAP Y -0.178 0 0 2.489 95 TRAP Y 0 -0.928 0 4.842 95 TRAP Y -0.928 0 4.842 10.014 96 TRAP Y -0.918 0 5.373 10.254 96 TRAP Y 0 -0.918 0 5.372 97 TRAP Y -0.284 0 1.498 3.418 97 TRAP Y 0 -0.284 0 1.497 97 TRAP Y 0 -0.751 0 3.418 98 TRAP Y -0.119 0 3.779 6.008 98 TRAP Y 0 -0.119 0 3.779 99 TRAP Y -0.342 0 4.815 9.417

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99 TRAP Y 0 -0.342 0 4.814 100 TRAP Y -1 0 1.131 6.103 100 TRAP Y -0.751 -1 0 1.131 100 TRAP Y -0.65 0 2.629 6.103 100 TRAP Y 0 -0.65 0 2.629 101 TRAP Y -0.337 0 4.8 9.366 101 TRAP Y 0 -0.337 0 4.8 102 TRAP Y 0 -1.02 0 4.662 102 TRAP Y -1.02 0 4.663 8.997 LOAD COMB 11 1.5D+1.5L 9 1.5 10 1.5 PERFORM ANALYSIS

PRINT MEMBER INFORMATION UNIT METERS MTONS

PRINT MEMBER FORCES PRINT ELEMENT STRESS PRINT SUPPORT REACTIONS UNIT CM MTONS

PRINT DISPLACEMENTS FINISH

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Index

A

analyze 3

B

beams design calculations 25 designing 20 elevations 22 load cases 18 load combinations 18 modifying 20 save project 26 schedules 22 split groups 19 start design 16 top elevation 19 Building Planner 5

C

columns design calculations 36 designing 30 elevations 32 redesigning section 30 save project 36 schedules 32 start design 27

D

design code 16

E

Eurocode 16

F

footings 3 foundations 3

G

getting started 3

I

input file 37

L

load cases importing 29 load combinations importing 29

P

pilecaps 3 project settings 15

S

shear walls 6 slab design starting 8 slabs construction drawings 13 design 8, 12 design calculations 14 detailing 13 save project 15 standalone 3

T

term 3, 11, 27

W

walls adding 6

STAAD Advanced Concrete Design Introductory Tutorial