Week 6 Challenge

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