Beam Load Calculations -Manual calculation(Part 1)

[@danielbransah1408]

Amazing

[@primestrux1470]

Thanks bro

[@solomonazanto494]

Wooow thank you sir We need more

[@primestrux1470]

Thank you, more coming!!!

[@rsscrsvn26]

If it was a monolithic beam where slab and beam are poured at once. Does the load calculations process stays the same just like in your video. Thanks a lot !!! Note: it is still a two way slab

[@primestrux1470]

Same principle holds

[@edmundmensah9465]

The dead load value of 6.8kN/m2. Please, how was that arrived at

[@primestrux1470]

The self weight of the slab is (0.15×24)=3.6KN/m2 +3.2KN/m2 finishes

[@maxationproduction415]

Does the formulae for the tributary load comes from a building code or it’s general?

[@primestrux1470]

It's general and based on Structural analysis

[@hudayfiosman754]

How can i choose like to be t-beam rectangular

[@abdullahiahmedmohamed3925]

Thank you sir, but the slab load will be KN/m2. Like you got 10.74kN/m2 it's not kn/m only. Can you clarify for me sir coz in exam units they'll detuct some marks on that

[@primestrux1470]

Hi, the slab load from the slab acting on the beam is in KN/m. Hope this answers your question?

[@abdullahiahmedmohamed3925]

@primestrux1470 thank you,

[@primestrux1470]

My pleasure!!!

[@kgantshomokgalaka1084]

looking for one without the gridlines part bathong what's that even

[@primestrux1470]

Can you explain further?

[@kgantshomokgalaka1084]

I just want a video calculating ultimate loads without given DL & LL & without grid lines we don’t get that in the question

[@primestrux1470]

Okay, I will be doing a video on that soon

[@kgantshomokgalaka1084]

@@primestrux1470 ok thank you very much