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1)Answers: A)Aim:Write the steps involved to upload a .std file through web mail? Introduction : STAAD pro ( Structural Analysis and Deign program is the abbrivation for the STAAD it is the connected version new version used to analize the RCC structure and steel structure by using this software ) It Include…
Parthiban M
updated on 08 Nov 2023
1)Answers:
A)Aim:Write the steps involved to upload a .std file through web mail?
Introduction :
Procedure :
B) The type of materials used in staad pro
C) If you want to get the pictures in an external file ( like a word file, excel file, MsPaint etc.) go to the menu option Edit > Copy Picture, open the application you want and do a paste in there. Files saved through Take Picture option are not directly saved in common picture formats like bmp, jpg, png.
D) There are three methods of creating the structure data:
The physical model is used to draw structural elements as they are physically constructed. The program will then decompose this into an analytical modeling which is passed to the STAAD.Pro analysis and design engine when you run your model.
The analytical model is a finite element model of the structure which is typically processed directly by the analysis and design engine.
The command input file is a text file which contains the data for your structural model. This file consists of simple English language-like commands. This file is created for you behind the scenes for you when you model your structure using either the physical modeler interface or the analytical model interface.
E)
In STAAD.Pro Physical Modeler, the general order of operations is that you first select physical objects and then assign properties or perform some operation on the selection.
This differs from STAAD.Pro, where there are many tasks in which you select the operation, property, or specification first and then assign that to some list of model objects.
In this example, the operation of assigning profile sections to a selected set of beams is compared.
Select the members which all have the same section. |
Add the profile you want to use from the Section Database. |
Select the Section tool in the Assign properties group on the Member ribbon tab. |
Select the member property in the Properties dialog. |
Select the profile to use and click OK. | Use the cursor to click on members with this property |
2)Answers:
A)The program contains a number of parameters that are needed to perform design as per IS 13920 2016. It accepts all parameters that are needed to perform design as per IS:456. Over and above it has some other parameters that are required only when designed is performed as per IS:13920 2016. Default parameter values have been selected such that they are frequently used numbers for conventional design requirements.
Parameter Name |
Default Value | Description |
EUDL | None | Equivalent u.d.l on span of the beam. This load value must be the unfactored load on span. During design the load value is multiplied by a factor 1.2. If no u.d.l is defined factored shear force due to gravity load on span will be taken as zero. No elastic or plastic moment will be calculated. Shear design will be performed based on analysis result.(Refer note) |
BRACING |
0.0
|
Beam Design 1.0 = the effect of axial force will be taken into account for beam design. Column Design: Correspond to the terms "Braced" and "Unbraced" described in Notes 1, 2, and 3 of Clause 39.7.1 of IS456:2000 1.0 = the column is unbraced about major axis. 2.0 = the column is unbraced about minor axis. 3.0 = the column is unbraced about both axis
|
ELY | 1.0 | Ratio of effective length to actual length of column about minor axis. |
ELZ | 1.0 | Ratio of effective length to actual length of column about major axis. |
EUDL | None | Equivalent u.d.l on span of the beam. This load value must be the unfactored load on span. During design the load value is multiplied by a factor 1.2. If no u.d.l is defined factored shear force due to gravity load on span will be taken as zero. No elastic or plastic moment will be calculated. Shear design will be performed based on analysis result |
FYMAIN | 415 N/mm2 | Yield Stress for main reinforcing steel. |
FYSEC | 415 N/mm2 | Yield Stress for secondary reinforcing steel. |
B)Table for cursors Group
Tool Name | Description |
Nodes Cursor | |
Beam Cursor | |
Plates Cursor | |
Solid Cursor | |
Plates & Solids Cursor | |
Geometry Cursor | |
Members Cursor | |
Select (Text) | |
Previous | |
Load |
C)To navigating the model view
D)Explain the procedure to define a “Simply Supported” condition in STAAD Pro
Ans :
E)Name any five topics that you will include while creating DBR.
It also contains other parts also such as:
Length:The body of the report should be no more than ten double-spaced pages. Detailed design work, drawings, diagrams, engineering analyses, vendor part descriptions (e.g., gears, bearings), parts lists, and references should be referred to in the body of the report and then included as attachments.
Purpose of the Report:The purpose of the report is to describe all aspects of your mechanical design project in a concise and thorough manner.
Audience:Assume that your report will be read by your supervisor (D. Walczyk) and other design and manufacturing engineers working on this project.
Organization:
F)It means that it consist of different materials . i.e a steel deckhouse settled on a concrete shear wall
3.)Answers:
A)Name the structure systems in STAAD Pro? Explain each system?
Ans: They are four structural system in staad pro
Structure systems | Geometry | Loading | Deformation | Joint |
Space | 3D | 3D | 3D | Any |
Plane | 2D | 2D | 2D | Any |
Frame | 2D | ⊥r to XZ | ⊥r to XZ | Any |
Truss | 3D | 3D | 3D | Pinned |
B)Explain the coordinate system adopted in STAAD Pro software.
Ans: They are two coordinate syytem in Staad pro
C)Elaborate DBR and its uses.
Ans :
D)Explain the different types of analysis options in STAAD pro.
Ans :
E)Explain the difference between Fixed and Fixed But condition.
Ans :
4)Aim : Creating a STAAD Model with the following Specification
a)A beam of span 16m
b)Support : Fixed on one end and Roller support(Horizontal) on the other end
c)A point load of 50 kN at the mid-point
d)Draw SFD and BMD using software
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