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

[@rakeshmahato3347]

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

[@YugendraSamdariya]

21:47 Point of CF is 1.5 m

[@rehanahmad4009]

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

[@bikidas9109]

V1=6.033 KN

[@SakshiJain23MST001]

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

[@gujjulakavitha148]

2 storey contraflexural point 1.5

[@hershfayaq3387]

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

[@sayyadvali7184]

Wrong ❌ column length

[@princessmamta6508]

V4 x 15 hoga

[@nityampathak6626]

column moment bhi nakaliye

[@joramtajam4127]

Very good madam 👍👍👍

[@faststatus403]

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