Mam thankyou ❤❤

I saw some negative comments as I was about to start, I wanted to look for another video as I didn't want to waste my time But I kept scrolling and saw some nice comments, and there were a lot of them I decided to watch Although the method you're using is different, probably cause I'm using b.s. 8110 the way you simplified and broke down things from the beginning helped me relate yours to what I was taught in class Now I understand this part of the course Thank you very much ma

Your explanation is great, but if we have irregular shape building how calculate wind force

Excellent teacher

Letters not appearing properly Please re record this video

😊

H

Good and detail explaination as per HJ shah author. Consider some surcharge wt on top of Rwall and explain could be helpful.

Excellent thank you

What will we do if fs more than 290

Fs is 344.4 Fy was 500

Maam why do we assume the slab and beam to be simply supported? Why not fixed mam ?.

thank you so much for this video... i was searching this everywhere...

Mam greetings Please come back to KZfaq. Need your Knowledge

Why slab load is not calculated using triangular and trapezoidal load of individual slab ..and that load will be transfered to beams ???

Can you provide me the standard ?

Witch standard you use to put one way or tow wy slab

Mam full building area load how to find tell mam

thank you very much for giving knowledge which is helpful for for staad - pro for analysis & design.

not good enough very bad explanation

Thanks ma'am ❤❤

Your plan sizes is not correct 😂😂😂😂

Will this Slab hold if extended freely without any support from cantilever beam below, at every juntion of Column. Please answer 🙏 I need to know

How to calculate Pmin and Pmax for heel

can you use linear interpolation when the graph is not linear?

Detailed explanation of Design of Biaxial columns using different methods was impressive. In one of your RC design of building video you made video up to Beams, but you didn't continue column design and footing design for that. Please continue that part which will complete whole building design.

Why are you multiplying 2.5 times the depth of foooting which is 225mm, after multiplication it will be 650mm so 650mm it means 2.5 ft depth. So cost wise it will become high I think 300mm depth is enough to consider here maam👍.

Why did u assume 230 mm

what is 117 on the load on footing?

Madam, I have a doubt. The actual reaction differs. The fac load of tri.portion is 46.5 and beam is 20.7. The total load is 67.2. The reaction is 33.6. please clarify.

Upon on watching particular Continuous beam design using MDM from your another video, here in this beam based on final moments from MDM, Span BM are incorrect . Please cross check the span BM values. so, no moment is considered while calculating Reactions for AB span A support (Final moment =0) and EF span F support (Final moment =0) from MDM table calculated. Based on these reactions we check x distance where SF=0 in the span, then we calculate Span BM at known x distance where SF=0. Also in case of B22 and B23 continuous beam , Even for equal load & equal distance , Reactions are same but span BM for BC why Values varied, something incorrect in your calculations , getting same BM for both spans.

You have skipped the determination of vertical calculation without calculating the vertical force how we can continue??

Good and clear explanation. one mistake made in intial stage ; as you mentioned l/d=20xM.Fx0.8 here 0.8 not considered in calculation. you forgot to include it.

Detailing of Each and every step was good, but one thing didn't cover the direction (orientation) of column position. Its plays a important role in stiffness.

Shouldn't be the effective depth be 450-bottom cover ?

wowww wowww wowww

thanks for the basic level explanation, thanks again for the efforts madam

Good

I need your structural report for sample. Can you able to provide? I'll pay u the money also

As per IS 456:2000 Cl 23.2.1, span/depth ratio for continuous beam is 26. So can you please explain why is 10 and 15 is taken?

Madam...in the design of heel...my Pressure at D is greater than the overall Pressure (Backfill + Self wt. Of Heel). In this case what should i do? What should be the case?

This information very very useful Thank you for this content

How we will where the resultant force R is acting ?

Load on critical section how to calculate???????

1. Why 14m in Y-direction? 2. What is Floor Finish factor? have you considered 0.8kN/sq m as floor finish load?

for total dead load, how does 4.635 + o.8 + 1 = 9.425, i think it should be 6.25 . anyone can correct me if I'm wrong

hi. thanks for the explanation. One small correction: while calculating the weight of the concrete slab, we are multiplying the slab thickness with unit weight of RCC, not density. Same for beams

Very interesting. TQ so much.❤

Small d?

This video is use for college students.