Cantilever Method- Problem-Approximate Method for Analysis of Building Frames-Structural Analysis2

Subject - Structural Analysis 2
Video Name - Cantilever Method- Problem
Chapter - Approximate Method for Analysis of Building Frames
Faculty - Prof. Archanaa Dongre
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#structuralanalysis2

[@rakeshmahato3347]

1).Centre Of Column in 2 Storey is 1.5 Not 2. 2). Total Length from A to D is 15m Not 16m.

[@rehanahmad4009]

at 15:45 total span is 15 not 16...so V4 IS MULTIPLIED BY 15

[@bikidas9109]

V1=6.033 KN

[@gujjulakavitha148]

2 storey contraflexural point 1.5

[@user-ry7gj4oc8v]

the soln is totally wrong only the steps are correct kindly do check once before uploading

[@hershfayaq3387]

why only put wind load what about (DL+LL)

[@sayyadvali7184]

Wrong ❌ column length

[@faststatus403]

Mam you teching process is very wrong.. You dont know how to solve numericals... Your calculation is full wrong...

[@princessmamta6508]

V4 x 15 hoga

[@nityampathak6626]

column moment bhi nakaliye

[@joramtajam4127]

Very good madam 👍👍👍