Please tell us at end of video in easy language that is design are successful or not. Although you are showing deflection result , that is technically right. Thanx🙏🏻 for sharing your valuable knowledge to us.
Madam ji my slab is 14×20 & my house builder told me in corner portion, kitchen side of slab there is conceal beam inside but i don't know exactly... .. Can i stand a wall on slab.... 20 × 14 is size,. Distance please answer
Mam, pl correct me if I am wrong , as per my calculation the max axial load bearing capacity of 9" X12 " Column with M20 grade (6 bars of 12 mm & 8 mm stirrups 150 mm apart ) is around 700 KN, Even if I go for G+2 structure in small space (600sqft) with 12 numbers of columns, where the span is just 10 feet, if I applied influence area method for load calculations of individual column, the max load on center column comes in range of 300 KN, if Im taking 5" Slab and 4" Brick work. Taking FOS of 1.5, 450 KN capacity column is sufficient, then why its not recommended to use 9x12 column for G+2 or G+3 structure. Request your valuable comment
If you have the beam below wall, then the wall load will transfer to the beam. Hidden beam or concealed beam concept is not recommended as per IS codes.
Mam can you explain the Design of beam where secondary beam is also provided and slab ,sunken slab is connected how we can calculate Mu for ast?? Can you please Explain..........as in this video secondary beam connected with 2 main beams there can you explain how to calculate Mu in main beam??
Wonderful explanation. You have mentioned the moment for design. It us not very clear. Also placement of steel. It shiuld have been supplemented with manual calculation. Concept of stress diagram shiuld be a separate video ("what to infer from stress diagram. Relation with BM, SF, deflection. Need for camber etc 👍 Thank you madam
Thank you. From stress diagram you can take bending moment and design the slab as usual. i had shown the how to take deflection and the same you cross check with deflection control in IS-456 here there is no hidden beam concept, only the wall load is applied on the slab.