To retain the soil you need a retaining wall. A shear wall is exactly what the name implies, is carrying shearing forces which are forces applied along the face of the wall. In both of the examples you did at the beginning the forces would act perpendicular to the wall face.
This is the second video Im watching you... first one good one, I subscribed and I forgot..fee days after all of sudden this video popped ...just clicked who is this guy ....heard the sound ALRIGHT'😉. OH He is our alright guy ...no disrespect .. doing good job keep it up
hello, i see that you placed the transversal/horizontal reinforcement in the inner section of you shear wall while at outer part is done with the longitudinal/vertical reinforcement, but even the bulb stirrup is holding nothing, is it ok?
thank you for such a nice explanation. can you show how to design basement wall. and why are the main bars in th shear wall vertical. can i use horizontal bars as main bars. what is the minimum diameter of bar i can use as vertical bars in shear wall. and what is the minimum dia of bars to be used as horizontal bars. For columns, 12mm is the minimum dai that can be used as vertical bars. does it apply to shear wall too? i am asking for design of basement wall because as it is anchored on the two beams and two columns on the four edges, it would rather act like a two way slab oriented vertically and retaining horizontal load. can i design it as rwo way slab?
Sir I request you can you please make a video about shearwall reinforcement detailing from staad pro and etabs results. How we can draw shearwall in autocad from staad pro results as well as etabs results
etabs give me 5000 sq mm reinforcement area for my basement wall? what does that mean? Am I supposed to distribute half the area of reinforcement on each side of the wall?
Bro rings / hoops come outside the vertical bars.. if you put reinforcment like this then it will bulg and fail under higher load conditions.. totally wrong...
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Detailed and cleared the confusion
Thank you
To retain the soil you need a retaining wall. A shear wall is exactly what the name implies, is carrying shearing forces which are forces applied along the face of the wall. In both of the examples you did at the beginning the forces would act perpendicular to the wall face.
This is the second video Im watching you... first one good one, I subscribed and I forgot..fee days after all of sudden this video popped ...just clicked who is this guy ....heard the sound ALRIGHT'😉. OH He is our alright guy ...no disrespect .. doing good job keep it up
Simple and very effective video.
why the horizontal (disttribution bar) inside while in the retaining wall out side
hello, i see that you placed the transversal/horizontal reinforcement in the inner section of you shear wall while at outer part is done with the longitudinal/vertical reinforcement, but even the bulb stirrup is holding nothing, is it ok?
What’s the meaning of configuration reinforcement in shear wall details? And where can I find it in the drawing plan?
Sir, how can i calculate or to know what should be the spacing of our steel reinforcement for shear wall?
thank you for such a nice explanation. can you show how to design basement wall. and why are the main bars in th shear wall vertical. can i use horizontal bars as main bars. what is the minimum diameter of bar i can use as vertical bars in shear wall. and what is the minimum dia of bars to be used as horizontal bars. For columns, 12mm is the minimum dai that can be used as vertical bars. does it apply to shear wall too?
i am asking for design of basement wall because as it is anchored on the two beams and two columns on the four edges, it would rather act like a two way slab oriented vertically and retaining horizontal load. can i design it as rwo way slab?
a o a sir it is very help full video and your sound is too good well and good methered you have bundle of thanks
Why is there a void behind the lift shaft? Any purpose for it?
cause its a lift
Sir I request you can you please make a video about shearwall reinforcement detailing from staad pro and etabs results. How we can draw shearwall in autocad from staad pro results as well as etabs results
Thanks for making this video
etabs give me 5000 sq mm reinforcement area for my basement wall? what does that mean? Am I supposed to distribute half the area of reinforcement on each side of the wall?
Can you make a video on reinforcement of shoe footing/eccentric footing
Thank you bro.
Can you please mail the cad file or upload and provide the link to download.
It helps to me.
Sir footing ke jal ki steel kaise nikalte hai
Thnks
More like a retaining wall.
basically the design for a cantilevered retaining wall minus one wall and a buttress/counterfort on the backfill side
Bro rings / hoops come outside the vertical bars.. if you put reinforcment like this then it will bulg and fail under higher load conditions.. totally wrong...