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1 Answer Aim:Summarizing the BMD, SFD and deflection of elements Bending moment obtained after the analysis. Shear Force obtained after the analysis. Deflection obtained after the analysis. 2 Answer. Aim:Design analysis of the members To analyse the model setting up the seismic…
Devarakonda Paul Uday Swarup
updated on 02 Dec 2021
1 Answer
Aim:Summarizing the BMD, SFD and deflection of elements
Bending moment obtained after the analysis.
Shear Force obtained after the analysis.
Deflection obtained after the analysis.
2 Answer.
Aim:Design analysis of the members
To analyse the model setting up the seismic wizard as follows
Genarating the load combinations.
Checking the settings for the analysis.
Beam Analysis:
Analysis the first order linear analysis and selecting a beam and checking the beam Initially the ISMB 250 beam is provided the beam failed in shear major then revising it and providing ISMB 350 which satisfy all aspects.
Column Analysis:
Analysis the first order linear analysis and selecting a beam and checking the beam Initially the ISMB 550 beam is provided the beam failed in buckling then revising it and providing UC 305X305X283 which satisfy all aspects.
Rafter Analysis:
Analysis the first order linear analysis and selecting a beam and checking the beam Initially the ISMB 600 beam is provided the beam failed in deflection then revising it by selecting UK Flange and providing UB 914X419X338 which satisfy all aspects.
.
Footing Analysis:
Selecting the base view and in foundation tab selecting a pat founation to all the concrete column and designing the footing and checking the footing and satisfies the criteria.
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To Analysis and Design of Steel Structures using TSD
1 Answer Aim:Summarizing the BMD, SFD and deflection of elements Bending moment obtained after the analysis. Shear Force obtained after the analysis. Deflection obtained after the analysis. 2 Answer. Aim:Design analysis of the members To analyse the model setting up the seismic…
02 Dec 2021 01:18 PM IST
Week 4 Challenge
1) Aim: To Apply loading to the structure Load Calculations: a) Dead load of 1.2 Kn/m2 b) Finishes= 50mm * 24Kn/m3 =1.2Kn/m2 c) Brickwall Load= 0.15*20*5.2 = 15.6 Kn/m ( Ground to Intermediate Floor) d) Brickwall load= 0.15*20*6.8 = 20.4 Kn/m2 ( Intermediate to roof Floor) e) Brickwall load= 0.15*20*4.8…
04 Nov 2021 01:56 PM IST
Week 5 Challenge
1 ) Aim: To Calculate the wind loads manually The manual wind loads are calculated in the Excel sheet as shown below This load calculation is of Y direction. Similarly the wind loads are calculated in the X direction as the same procedure followed above 2 ) Aim: To…
23 Oct 2021 07:02 PM IST
Week 3 Challenge
Details of the structure: Support: Fixed-Pinned(Top and Bottom) Concrete Pedestal Size PD1= 600x600mm Steel Column C1= MB 300 Steel Beams: B1= ISMB 300 applied for primary beams at ground floor including staircase landing beam. B2= ISMB 250 applied for primary beams at first floor including staircase landing beam.…
07 Oct 2021 08:37 PM IST
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