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From the secondary beam you took 1/3 to C1, But will it be 2/3 to C1 and 1/3 to C5?

Load coming from secondary beam will act as a point load on primary beam and will be transferred to nearby columns as per distance of point load to columns. More the distance less is the load. Here you have assigned less load (one third) to shorter distance column. It is wrong. 2/3rd load will transferred to column in your case.

Helps me alot thank you

Very clear presentation. Thank you. However, please mention the following implied assumption and correct the addition errors: 1. Calculation is approximately valid essentially for pinned slab-beam, beam-beam, beam-column connections. It ignores built-in connections. 2. However, if code safety factors for the influence area method are used, that would allow for these approximation errors. 3. There a few mistakes in the load calculations when there is more than one contribution to the load and they are added together. Another set of parentheses should be used to correctly isolate the result of the addition from the load intensity factors multiplying it.

This method is for initial sizing of the members and assumes all the beam column supports are pinned so that the column only carries conservative axial loads.

Very good explanation, please add reinforcement details of slab,beam and columns

Thank you mam for your effort

Really appreciative n helpful video. Thank you mam

Thank you mam

Thank you and appreciated. You have missed brackets in all your calculation. I hope the answers are correct because I have not checked them.

v can also calculate by using yield line theory, depending on type of slab.. like in two way slab triangular area portion will transfer to beam, this load again acts like udl on beam, for this beam calculating reactions. that reaction force is the column load .

Dear ma'am Can you more clear about secondary beam load transfer method to primary beam and to column.

Thank you mam No one talk behind staad pro Provide pdf mam

tq.

very Good Mdm

Thank you

Also calculate moment at c1and c2 template the design

For example Foundation Load calculation, size of foundation, concrete grade, bar category ?

First priority which load to start calculation ?

Maam I have a doubt please explain....from 6.20 wall load calculation You have to put main wall loads 2floors only but actually 3 floor wall loads are there including ground floor wall load also and another one is as per your plan in typical floors having partition walls in 1st and 2nd floor levels so you have to add 2 ... How is it come explain once madam....

13:33 which was that 4th wall.load.n.why you done half.of it is it third floor.partition wall?

Please someone tell me that c11 and c12 is axial or biaxial or uniaxial??

Mam How many method are there to calculate the load transfer slab,beam to column..

Some of the columns (C1, C2, C3.. etc) carry eccentric loading which create moment and you have not included in your calculation. If there are any assumption have been made please mention it as a note in your calc. Thank you!

its great but the floor plan is not visible

I couldn't understand c2 secondary beam Calculate....first c1 secondary beam calculate 1/3 but u taken c2 secondary beam calculate 1/2....

not releavant data ,waste of time and mobile data also