Challenge

Week 2 Challenge

1.

1. How will you assign Circular section to column?

ANSWER

  • Go to properties tab
  • Click on define
  • Select circle
  • Give diameter of column and choose material


2. How will you assign Unit system to a .std model file?

ANSWER

We have two ways in which we can assign the Unit system to a .std model file, they are:

  • At the initial stage.
  • In the middle of the project.
  • At initial stage itself we can assign the Units by clicking on the option Units system,
  • we can choose the units system as Metric and English and then can create a model.
  • And the second way by which we can change the units system is while working on a model.
  • So in order to change the unit system while working just go to the option File and then there will be an option called settings just click on that option then there will be an option to change the Units.
  • Above are the two ways by which we can change the Units to a .std model file.


3. What are the parameters to be specified while using “Bay Frame” option?

ANSWER

The different parameters that to be specified while using "Bay Frame" options are listed below:

  1. Length of the frame.
  2. Width of the frame.
  3. Height of the frame.
  4. Number of bays along length.
  5. Number of bays along width.
  6. Number of bays along height.


4. Name few codal standards incorporated in STAAD Pro software.

ANSWER

The few codal standards incorporated in STAAD Pro software are listed below:

  • Euro Codes.
  • American Codes.
  • ACI Codes.
  • IS codes.
  • BS Codes.
  • ASCE Codes.
  • CAN/CSA Codes


5. How will you specify the design compressive strength for a RCC section?

ANSWER

To Specify the design compressive strength for a RCC section:-

  • Go to design tab
  • Select concrete
  • Click on Define Parameters
  • Click on FC and Input the Compressive strength of the concrete.

2.

1. State the “Input” steps involved in RCC design.

ANSWER

There are 8 "Input" steps that are involved in the design that are listed below:

- GEOMETRY: So the geometry panel mainly deals with the initial part of the modelling in the STAAD Pro software. In the geometry panel we can draw the entire building using the geometry panel. The whole building is drawn within the geometry input as per the Architectural layout that we have received .

- PROPERTIES: So in the Properties panel we assigned the various properties to the model like beams, columns, plates etc using this property panel.

- MATERIALS : As the name suggest, we assigned different materials to the model using the material panel.

- SPECIFICATIONS: In the specification panel we assigned the designations that to be followed while analysing.

- SUPPORTS: In this panel we assign the base supports and the boundary conditions. All the things that are related to the loadings that we are going to assign in the model are done in this loading panel.

- ANALYSIS: In the analysis panel, the computational analysis is executed. After doing the above steps we need to analyse the building for the safety of the building and this analysation of the building is to be done in the analyse panel.

- DESIGN: And the final step in modelling in STAAD Pro software is the Design. So after doing the analysis, the building sections are designed and the detailed reinforcement design according to the designing that we have done so far is extracted through design input.


2. Explain the difference between Fixed and Enforced support condition in STAADPro.

ANSWER

The difference between the fixed and Enforced support condition in STAAD Pro is discussed below:

Fixed Support Condition

Enforced Support Condition

Fixed support are restrained in all six degrees of freedom.

Enforced support are also restrained in all six degrees of freedom.

It does not contain spring constant.

It contains spring constant.

When enforced force are defined, the software considers these as springs of high stiffness to oppose the fixed support.

It is only essential to define enforce support only when we are working for the models with plates or solids.

3.

1. Explain the steps involved in analysis of a model using STAAD Pro sequentially.

ANSWER

The steps that are involved in the analysis of the model using the STAAD Pro sequentially are discussed below:

  • So once the modelling have been completed and all the loads and the loads combinations have been assigned to the model, then comes the analysis part that is carried out in a sequential manner as discussed in the steps below.
  • So the first thing that we need to do in order to do the analysis of the building, just go to the Analysis panel, and there will be an option define commands just click on that option.
  • After that there will be another dialogue box named analysis/print command in that dialogue box, that dialogue box contains various options.
  • And then select the method that is based on our project.
  • And then click on the load list and make sure all the loads and load combinations are selected
  • And then click on the option Add and close the dialogue box.
  • Then run the analysis by clicking on the run analysis options.


2. Explain the two ways in which a structural framework/model can be created in STAAD Pro software.

ANSWER

The two ways in which a structural framework/model can be created in STAAD Pro software are:

  • Node by Node method.
  • Structure wizard method.

NODE-BY-NODE:

  • So the first way to model a building by adopting node-by-node method.
  • In this method we assign the nodes as per the architectural drawings that are placed manually by placing the co-ordinates.
  • We can assign the nodes to our building by using the geometry panel.
  • And these nodes can be transitionally repeated based on the building dimensions and the levels.

STRUCTURE WIZARD:

  • So the second method is structure wizard method to model a building.
  • This method is an automated method as compared to the node-by-node method.
  • We can create truss, frame and other structures just by using this method.


3. Elaborate the different support conditions in STAAD Pro.

ANSWER

The different support conditions in STAAD Pro are listed below:

  • Fixed Support Condition.
  • Pinned Support Condition.
  • Enforced Support Condition.
  • Enforced But Support Condition.
  • Multilinear Support Condition.
  • Tension/Compression only springs.
  • Foundation Support Condition.

FIXED SUPPORT CONDITION:

  • Fixed support are restrained in all six degree of freedom ie FX,FY,FZ,MX,MY and MZ.

PINNED SUPPORT CONDITION:

  • Pinned support are restrained against translation i.e FX,FY and FZ but can rotate freely i.e MX,MY and MZ.

ENFORCED SUPPORT CONDITION:

  • Enforced support are also restrained in all six degrees of freedom but It contains spring constant.


4. How will you extract the stress distribution for a staircase slab?

ANSWER

To extract the stress distribution for a staircase slab:-

  • First of all create the nodes of a staircase using the geometry panel option.
  • After creating the nodes assign the plate element as the Slab property. And then define load cases and calculate the area load that is acting on the staircase slab.
  • After this apply the load cases and the load combinations to the plate element as the area load.
  • And then we have to create a mess on the plate element.
  • After creating the mesh on the plate element go for the analysis of the model successfully,go to the Post-Processing mode option which can be present on the left side of the screen.
  • After clicking on the option post-processing mode, click on the plate result option.
  • After clicking the option there will be a drop-down list, in that list there will be another option called stress distribution result just click on that option.
  • Under the option stress type choose the appropriate stress type accordingly.
  • And then click on OK option.
  • After clicking on the OK button, the STAAD Pro software will show the stress distribution result.
  • And we can see the distribution result in the form of different colour zones which shows the maximum and the minimum stress values.
  • Different colours shows the different results of minimum and the maximum stress distribution among the staircase.


5. Explain the different ways to view SFD & BMD in STAAD Pro.

ANSWER

The different ways to view the SFD and BMD in STAAD Pro software has been discussed below:

  • In order to view the SFD and BMD in the software, first create the model using the nodes method in the geometry panel.
  • After creating the nodes, go to the Properties panel and assign the properties to the model.
  • And after that give the specification to the model according to the architectural layout.
  • Assign the support conditions, after assigning the support condition to the model do the analysis.
  • After completing the analysis successfully, now go to the post-processing mode.
  • Then there will be another dialogue box, in that dialogue box there will be an option called beam result just click on that option.
  • After clicking the option a tool pallete will appear on the screen.
  • Here we can see different values such as Shear force or the Bending moments.
  • So in order to see the shear force diagram, click on the Fy option and if we want to see the bending moment diagram then click on the option Mz.
  • So this is the procedure by which we can see the Shear force and Bending moment diagram easily.

1. Analyze the following structural elements and validate the results

A. Simply Supported Beam
a. A Simply supported beam with two point loads symmetrically placed
b. Span L = 20m
c. Load P = 50kN each
d. Both P located at 5m from each support

ANSWER

  • First of all draw the beam of length 20m. And to draw the beam of 20m use the node-by-node option.
  • After creating the nodes now draw the beam in between the 2 modes

  • After creating the beam now simply add the properties to it
  • Add the rectuangular section to the beam providing the YD and ZD to it.

  • Now, click on the add option and then choose the option assign to view

  • Now, we hve to provide the materials to the beam.
  • TO assign the material go to the material tab select the material and assign it to the view.

  • Now we have to assign the load to the beam as per the question.
  • Assign the pinned support at both the ends of the beam.

  • After providing the support we have to provide the load as per the question i.e of 50kN each both load located at 5m from each support

  • After providing the loads go to the Analysis click analysis command
  • select the type of analysis that is to be done.
  • Now, click on run analysis.

  • SFD

  • BMD

B.Fixed Beam
a. Span L = 16m
b. Uniformly Distributed Load w=9kN/m

SFD

BMD

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