Challenge

Week 1 Challenge

BBhaskar C H4 Mar 2023

1.write the steps involved to upload a std file using web mail

introduction staadpro is structural analysis and design program observation in the staadpro and it is conneccted new version the rcc structure and steel structure by using the software it using the gui graphics

procedure

open the software staadpro

click the share icon.in

click on send mail

brose the file u want to share

click on send mail

ensure that u are in sign in

B. the type of materrial used in staadpro

3. it is possible to take the picture of staadpro

go to the menu option>copy picture onthe ribbbon tab option file saved through take picture option are not alreaddy saved picture saved in common picture formats

like jpg pngetc

press tab the navigate arrowkey to edit menu then click on take the picture and using the command line
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 of the structure using physical model interference and analytical model

4. in staadpro physical modeler, the general modelar of the operation is that u first select physical objects and then select to assign the properrties or specification and then assign list of model objects

comparion of model of objects

in this example the assign the profile selection to a set of beams is compared

staadpro physical modelar

select the members whuch we have the same selection

select the selection toolin the assign propertiesgroup on the memberson ribbon tab

selecct the profile and then click ok

analyical staadpro modeling interferance

add the profile u want to use from the selecction data base

select the member property property dialog box

use the cursor to clickon memner property with this property

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.

parametrs name default name description

1.EUDL NONE equvalant udl span of the beam this load must be unfactored load value by

a facor of 1.2

2.bracing 0.0 brace design

3.in notes 1,2,3 of is 4556-2000

1.0 is the column is unbraced aboutmajor axis

2.0 the column is unbraced about minor axis

3 thecolumn is braced about the both the axis

ELY 1.0 ratio of effective length to actual length of column about minor axis

ELZ 1.0 ratio of effective length to acctual length of a 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 415N/MM2 yield stress for main reinforcing steel

fysec 415mm2 yield stress for secondary reinforcing steel

2. tool name description

nodes cursor usually grafically select nodes

i beams used to grphically select beams

plate cursor used to graphically select paltes

solid cursor used to graphically select solids

member cursor member may be user deffined or may be generated automatically using the auto form member tool

to select all the beams defined as a same member using the member cursor just click on the beam the otherr beam also same member name as the selected one will automatically be seleted u may also be physical propertyby dragging a fence area around these physical property

plates and solid cursor used to grsphically both teh plates and solid elements

text select text add the comments and select the size of the text and modifying using the text comments

loads use to modify any load applied on the modelbydouble clicking itwhen seleccted the mouse ppointer changes to load edit cursor

4.simply supported condition on staddpro

go to the suppirt commandin the tool palet command

click on create support command

there we can get option like pinned fixed and fixed but

5. name any five topics that would u like dbr

DBR design basics report

to take up a project from the scratch end its needs

to specify data and complete data received and analysis of designof structure element

it contains the assumptions and specifications todevelop the project

it will avoid to develop the scope it can creepthe project schedule and budget overness

contains the general column drawing

contains the project planning

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.

2.purpose of the report

the purpose of the report is to describe all asspects of your mechanical designproject in a consie of the manner

audience

assume that your report read by the suprrvisor and other deisgn by manufacturing engineer working on this project

title page

organisation

include the title of the report your name and date of the submission

the concept

using a neat hand sketch cad drawing describe the final conceptial design of your project

3.name the structural system used instaadpro expalin each system

structure system geomentry loading deform joint

space 3D 3D 3D ANY