Thanks sir this lesson is very impprtant Please more lessons about structure Like beams to transver to column and then column to transver to foundation Foundation to transver to the soil All elements bs8110 british code please help me all elements design and analysis and detailing
Beautiful informative video. I'm an Architect but I'm interested in calculating structures so the next step is to calculate loads on columns by dividing the total DL and LL on slab trapezoidal and rectangular areas by 2 between each 2 columns. Then moves the next more complicated phase which is calculating shear and moment force then shear and moment stress then moment of inertia then deflection of beams then column buckling and insuring values are on factors and less than the maximum factor value. Can you make another video about column load calculation ? Thank you ❤
You need to revise the ratio L/S limits @minute 4:44. For one way slab, it should be L/S greater or equal to 2, and for two way slab L/S only less than 2. Otherwise, your example @5:03 isn’t accurate because section AB23 will be two way slab according to your definition. Great video though.
The trapezoidal load is not the same throughout its length on the beam. The load gradually increased to reach its pack in its middle portion. Same for trapezoidal load. To get the Uniform Distributed Load (UDL) from a trapezoid, even a triangular load, I believe there is a formula. This is what I noted from studying with an engineer here. Interestingly you represented the trapezoidal load as a rectangular when you divide the total load by the length of the beam. Is this procedure ok for slab load calculation only??? Anyway thank you very much. Such explanation are really needed and I really appreciate the way you explain those hard to grasp stuff.
To design a strip in both directions, I need to know the loads on each strip, this depends on the stiffness of the slab in both directions, and assuming that the amount of deformation at both strips must be equal, at that condition loads should be distributed in the correct form. Can you derive an equation to calculate the loads on each strip (note: the difference in slab stiffness depends on the length of the strip and the effect of strip continuity.?
Can anyone give an answer, making a horizontal roof with 5 x 30 cm wood boards (30 cm being vertically) would the boards in 5 meters length bend from it's own weight and snow ?
I don't understand these types of videos. It's supposed to be for beginners except you have to already be an expert to know what they're talking about. If I already knew all the terminology and reference material than I wouldn't be watching the video in the first place. Who is this for exactly?
What is the purpose of the music? Engineering videos need full concentration. This is not videos about pranks and fashion. If anything at all, it should be very soft low volume classical that aid concentration. Please stop adding music. We can do that on our own
Thanks sir this lesson is very impprtant
Please more lessons about structure
Like beams to transver to column and then column to transver to foundation
Foundation to transver to the soil
All elements bs8110 british code please help me all elements design and analysis and detailing
jaamacadeed dhigataa sharmaarkaw
Can you please help.
continue these lectures and make video for whole g+3 building calculation including cantilever slab, inverted Beam, sunken slab
Thank you for sharing this interesting engineering structural design…
Beautiful informative video. I'm an Architect but I'm interested in calculating structures so the next step is to calculate loads on columns by dividing the total DL and LL on slab trapezoidal and rectangular areas by 2 between each 2 columns. Then moves the next more complicated phase which is calculating shear and moment force then shear and moment stress then moment of inertia then deflection of beams then column buckling and insuring values are on factors and less than the maximum factor value. Can you make another video about column load calculation ? Thank you ❤
Music was way to loud, hard to hear actual commentary. I didnt click on the vid to hear blasted elevator music.
Thanks.keep doing the good work.
This video is wonderful thanks a lot sir
very high volume music of background for such good content
You need to revise the ratio L/S limits @minute 4:44. For one way slab, it should be L/S greater or equal to 2, and for two way slab L/S only less than 2. Otherwise, your example @5:03 isn’t accurate because section AB23 will be two way slab according to your definition. Great video though.
His description is right, but the example is wrong. AB23 should be a two way slab I believe.
A great video. Thank you very much
Very informative
Great video! Thank you for the help!!
Good presentation
Very informative. Thanks for sharing.
great tutorial. thank you very much.
Very good video , thanks 🙏🏼
Worth subscribing
Thanks for sharing
Impressive
The trapezoidal load is not the same throughout its length on the beam. The load gradually increased to reach its pack in its middle portion. Same for trapezoidal load. To get the Uniform Distributed Load (UDL) from a trapezoid, even a triangular load, I believe there is a formula. This is what I noted from studying with an engineer here. Interestingly you represented the trapezoidal load as a rectangular when you divide the total load by the length of the beam. Is this procedure ok for slab load calculation only??? Anyway thank you very much. Such explanation are really needed and I really appreciate the way you explain those hard to grasp stuff.
Can you please give me detailed info on the calculations
Really Informative
Could you, would you, please ....upload a version without background music,,,, or dim the volumn of background music
Thank you so much...
Thanks
Great vedio. Just please decrease the musics volume
Noted
Great video
To design a strip in both directions, I need to know the loads on each strip, this depends on the stiffness of the slab in both directions, and assuming that the amount of deformation at both strips must be equal, at that condition loads should be distributed in the correct form. Can you derive an equation to calculate the loads on each strip (note: the difference in slab stiffness depends on the length of the strip and the effect of strip continuity.?
Sir if all loads are taking from codes
Why structural concrate become hard
Please the music is too loud and distracting. Lessons are good.Thanx
Please explain how the soil resist these load transfer by foundation. I'm asking you to discuss soil mechanics.
Sure will consider it.
how much steel required for a slab on grade 300 mm thick to carry a service load of 2.5 tons per square meters. thanks.
very nice. thanks.
I like it ❤
is good information however music to laod and narrative to fast
Next please..
Great video can we kill the music
please turn that music sound low next time
Can we have a follow up video to this like Design of beams... like load design
Thanks for the suggestion. Yeah, we will consider it soon.
Good
Can anyone give an answer, making a horizontal roof with 5 x 30 cm wood boards (30 cm being vertically) would the boards in 5 meters length bend from it's own weight and snow ?
You need design calculation for that bro.
The music too soft please increase it
Ok the music is too loud and distracting.
I don't understand these types of videos. It's supposed to be for beginners except you have to already be an expert to know what they're talking about. If I already knew all the terminology and reference material than I wouldn't be watching the video in the first place. Who is this for exactly?
1:00 starts the music. It almost drains the speech. -1
Good one but work on the noice
broski lower the background music
MUSIC 2 LOUD
What is the purpose of the music? Engineering videos need full concentration. This is not videos about pranks and fashion. If anything at all, it should be very soft low volume classical that aid concentration. Please stop adding music. We can do that on our own
عربي ترجمة على الفيديو
ترجمة عربي
خرسانة واحد
Teaching was too fast for a beginner
𝐩яⓞ𝓂𝓞Ş𝐦 🤗