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1) AIM To design the RC Column and beam based on the analysis of structure. PROCEDURE To open the model of Rc frame building. Now we consider the model to process of Analysing the whole frame, then to finding the Failure of elements will occur. Then, to correct the particular column and beam as per design…
C Mallika
updated on 15 Feb 2023
1)
AIM
To design the RC Column and beam based on the analysis of structure.
PROCEDURE
Open the saved file in Tekla software using the open icon present in the file toolbar.
2. now select any of the column member from the model and right-click on the member
let us select C29
3. now a lot of options will appear after right-clicking on the member.
4. From that we will select the interactive design option followed by selecting static.
5. a new dialog box appears.
6. check whether it passes the tests
here our member fails in one test so we have changed its properties to make the member pass the test
7. once this clears all the tests we can use the same properties to similar members click ok
8. there is a new dialog box that appears stating that apply the same change to all the members let is click ok
we can check whether the changed properties are applied on the other members so let us select any other column C27
WE CAN CLEARLY SEE THAT THE DESIGN CHANGES ARE APPLIED TO THE REMAINING COLUMN MEMBERS.
9. now we can design beam members.
10. select a beam member and right-click on the beam
11. a dialog box appears select interactive design option followed by static option.
12. a new dialog box appears showing whether the member passes the tests
for the member we have selected has failed in a test
13.now let us modify its properties such that it much clear the tests
14. there is a new dialog box that appears stating that apply the same change to all the members let is click ok
we can check for other members whether the property is applied
RESULT:
WE HAVE SUCCESSFULLY DESIGNED RC COLUMN AND BEAM BASED ON OUR ANALYSIS
Successfully analyzed the Design of RC beam and column with using of Tekla software.
Procedure :-
Stellar model grids are typically constructed as a set of evolutionary tracks, where models of stellar evolution are run on grids of initial mass and metallicity, often with some other physical parameter varied as well (e.g., rotation, helium fraction, α-abundance, etc.). Each of these evolutionary tracks predicts various physical properties (temperature, luminosity, etc.) of a star with given initial mass and metallicity, as a function of age.
It is also often of interest to re-organize these evolution track grids into “isochrones”—sets of stars at a range of masses, all with the same age. As described in in order to construct these isochrones, the time axis of each evolution track gets mapped into a new coordinate, called “equivalent evolutionary phase,” or EEP. The principle of the EEPs is to first identify physically significant stages in stellar evolution, and then subdivide each of these stages into a number of equal steps. This adaptive sampling enables accurate interpolation between evolution tracks even at ages when stars are evolving quickly, in the post-main sequence phases.
Previous versions of isochrones relied directly on these precomputed isochrone grids and interpolated between grid points in (mass, age, feh)
space. This returned for post-MS stages of stellar evolution, and thus was not reliable for modeling evolved stars. However, beginning with v2.0, isochrones now implements all interpolation using EEPs. In addition, it provides direct access to the evolution track grids, in addition to precomputed isochrone grids. Note that version 2.0 includes only the models; future updates will include more (e.g. PARSEC, YAPSI).
Isochrones provides a simple and direct interface to full grids of stellar models. Upon first access, the grids are downloaded in original form, reorganized, and written to disk in binary format in order to load quickly with subsequent access. The grids are loaded as pandas dataframes with multi-level indexing that reflects the structure of the grids: evolution track grids are indexed by metallicity, initial mass, and EEP; and isochone grids by metallicity, age, and EEP.
The Basic Model Interface (BMI) supports several different types, described below. Depending on the grid type (as returned from the function), a model will implement a different set .
For the BMI specification, a structured grid is formed in two dimensions by tiling a domain with quadrilateral cells so that every interior vertex is surrounded by four quadrilaterals. In three dimensions, six-sided polyhedral cells are stacked such that interior vertices are surrounded by eight cells.
A uniform rectilinear grid is a special case of structured quadrilateral grid where the elements have equal width in each dimension. That is, for a two-dimensional grid, elements have a constant width of dx
in the x-direction and dy
in the y-direction. The case of dx == dy
is oftentimes called a raster or Catesian grid.
To completely specify a uniform rectilinear grid, only three pieces of information are needed: the number of elements in each dimension, the width of each element (in each dimension), and the location of the corner of the grid.
Result :-
As per the attachment in the grade successfully complete
3)
Aim :-
The layout and write a summary for general arrangement of the structure
Procedure :-
The general arrangement (GA) of a building is a document that states patently the nature of the structural elements in a building. you can also call the General Arrangement (GA), the Structural layout. The document shows components of the building like columns, beams, floor slab paneling etc. these components form the design of the building. Having a glance at the GA helps engineers ascertain the model of a building, and also the shape and types of structural elements in the building.
For a proper design, a design engineer should satisfactorily give a theoretical idea of what the structure should look like and also contain. That is there should be a standard and well articulated architectural design of the building. This will help to prepare the ‘General Arrangement’ or the ‘Structural Layout’ of the building. The GA also contains the labeling of the axes and members, unique grid lines, building structural levels, etc.
When the GA is complete, the engineer then makes an initial sizing of the different structural elements. This preliminary sizing may be guided by past experience or by requirements of the code of practice. After the sizing, the engineer then starts loading the structure.
Now let us first have a look at how to prepare the General arrangement.
Some General Ideas on Preparing General Arrangement (GA)
There are no standard rules on how to prepare a suitable general arrangement of a structure. Adequately presenting a general arrangement has to more with years of design and the construction experience.
When preparing a GA, always make sure you respect the architect’s design. The Architectural drawing determines the structural drawing for a building project. For example you do not place columns where the architect has meant to be a free space. Also no structural element should disrupt the interaction of spaces. Do not project columns and beams in areas where the architect have stated as plain walls or sections etc. The GA should be consistent with the original form of the structure as designed by the architect.
It is very important that the model or General Arrangement (GA) you are presenting be stable statically. It should fully represent the behaviour of the structure, without any stability or equilibrium problem at joints and other locations in the building.
Any model that is being presented should be buildable. This can be achieved by first considering the technical capability of the local contractors executing the design model. For instance, in regions where there is non-availability of reinforcement bending machines and cranes, then the model will require high yield 32mm bars, or recommend the use of precast or prestressed elements. Also the design should reflect the budget of the project.
Result :-The layout and write a summary for general arrangement of the structureLeave a comment
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