Week 1 Challenge

Ans1.1) First open your mail - compose your mail - to upload your file click attach - browse your file-done

1.2) Concrete ,steel,aluminium ,timber , composite sections can be designed using staadpro

1.3) Yes possible by taking picture command

1.4) Analytical , Physical ,Building

1.5) Go to the properties tab - for Concrete - Define - Rectangle - enter dim in y and x

for Steel - section database - indian - choose section

Ans2.1) Six design parameters - Ultimate tensile strength of steel - FU

Yield strength of steel - FY

Effective length of factor- Kx ,Ky. Kz

Length for torsional buckling - Lx, Ly, Lz

Allowable L / R in compression - MAIN

Max allowable local deflection - DFF

2.2) Different type of cursors are: - Node cursor Beam cusor Plate cursor solid cursor

2.3) Go to views - select different views front top side views etc

2.4) Supports - assign pinned support or fixed but and release degrees of freedom

2.5) Design basis report topics

• structural layout
• Load & load combination
• Analysis & design methodology
• quality assurance plan

2.6) Multi material design

• Steel
• concrete
• aluminium
• timber
• composite structure

Ans3.1)

• Space
• plane
• truss
• frame

3.2) X Y Z values are entered in coordinate system

3.3)

• INTRODUCTION OF PROJECT
• STRUCTURAL LAYOUT
• LOAD AND LOAD COMBINATION
• ANALYSIS AND DESIGN METHODOLOGY
• QUALITY ASSURANCE PLAN

3.4)

• PERFORM ANALYSIS
• P DELTA ANALYSIS
• PUSH OVER ANALYSIS
• NON LINEAR ANALYSIS
• BUCKLING ANALYSIS

3.5) In fixed all six degrees of freedom is restrained & in fixed but condition some of degrees of freedom is released.

TO ANALYZE A BEAM OF 16M SPAN WITH ACENTRE POINT LOAD OF 50KN AT MIDPOINT