![Vikas Jadhao](/img/default-banner.jpg)
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Vikas Jadhao
India
เข้าร่วมเมื่อ 21 ต.ค. 2009
วีดีโอ
Slope Deflection method part 4 Problem 1
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Slope Deflection method part 4 Problem 1
L1 BASIC OF Advanced Structural Analysis Part 2
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L1 BASIC OF Advanced Structural Analysis Part 2
BASICS OF Advanced Structural Analysis Part 1
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BASICS OF Advanced Structural Analysis Part 1
Design of Water tank with Fixed base IS code method Problem (No Audio)
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Design of Water tank with Fixed base IS code method Problem (No Audio)
Design of Water tank with Fixed base IS code method
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Design of Water tank with Fixed base IS code method
Sindli sindli naina vich tera KIDS Dance
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Sindli sindli naina vich tera KIDS Dance
Design of Water tank with flexible base Problem
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Design of Water tank with flexible base Problem Design of Water tank with flexible base Introduction th-cam.com/video/fu8t9hPeRhs/w-d-xo.html Design of Water tank with flexible base Problem th-cam.com/video/3QW5fbCpUiE/w-d-xo.html SOLVED PROBLEM LINK www.amazon.com/clouddrive/share/ccfhBGXCBW7wooeezyP887HqwOVxCuHRtoQnEZpTwtY PPT www.amazon.com/clouddrive/share/6bz8wcRE39qeefAGPt66piGWoEDCLV8HhE...
Design of Water tank with flexible base Introduction
มุมมอง 3593 ปีที่แล้ว
Design of Water tank with flexible base Introduction Design of Water tank with flexible base Introduction th-cam.com/video/fu8t9hPeRhs/w-d-xo.html Design of Water tank with flexible base Problem th-cam.com/video/3QW5fbCpUiE/w-d-xo.html SOLVED PROBLEM LINK www.amazon.com/clouddrive/share/ccfhBGXCBW7wooeezyP887HqwOVxCuHRtoQnEZpTwtY PPT www.amazon.com/clouddrive/share/6bz8wcRE39qeefAGPt66piGWoEDCL...
Design of Cantilever Retaining Wall Problem Part 3
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Design of Cantilever Retaining Wall Problem Part 3 Link to download solution in PDF www.amazon.com/clouddrive/share/nl3xwgx4QKmC8DC9B1g1ZSQ1QvsDGtFY1eojxRyaX79 DESIGN OF CANTILEVER RETAIINING WALL INTRODUCTION PART 1 th-cam.com/video/XsYeMM9Rtqo/w-d-xo.html DESIGN OF CANTILEVER RETAIINING WALL INTRODUCTION PART 2 th-cam.com/video/Kiece700v_c/w-d-xo.html DESIGN OF CANTILEVER RETAIINING WALL INTR...
Design of Cantilever Retaining Wall Problem Part 2
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Design of Cantilever Retaining Wall Problem Part 2 Link to download solution in PDF www.amazon.com/clouddrive/share/nl3xwgx4QKmC8DC9B1g1ZSQ1QvsDGtFY1eojxRyaX79 DESIGN OF CANTILEVER RETAIINING WALL INTRODUCTION PART 1 th-cam.com/video/XsYeMM9Rtqo/w-d-xo.html DESIGN OF CANTILEVER RETAIINING WALL INTRODUCTION PART 2 th-cam.com/video/Kiece700v_c/w-d-xo.html DESIGN OF CANTILEVER RETAIINING WALL INTR...
Design of Cantilever Retaining Wall Problem Part 1
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Design of Cantilever Retaining Wall Problem Part 1
DESIGN OF CANTILEVER RETAIINING WALLS INTRODUCTION PART 3
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DESIGN OF CANTILEVER RETAIINING WALLS INTRODUCTION PART 3
Design of Cantilever Retaining Wall Introduction Part 2
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Design of Cantilever Retaining Wall Introduction Part 2
Design of Cantilever Retaining Wall Introduction Part 1
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Design of Cantilever Retaining Wall Introduction Part 1
Design of Flat Slab Problem 2 Part 2 With Drop Panel
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Design of Flat Slab Problem 2 Part 2 With Drop Panel
Design of Flat Slab Problem 2 Part 2 With Drop Panel
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Design of Flat Slab Problem 2 Part 2 With Drop Panel
Design of Flat Slab Problem Problem 1 Part 8
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Design of Flat Slab Problem Problem 1 Part 8
Design of Flat Slab Problem Problem 1 Part 7
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Design of Flat Slab Problem Problem 1 Part 7
Design of Flat Slab Problem Problem 1 Part 5
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Design of Flat Slab Problem Problem 1 Part 5
Design of Flat Slab Problem Problem 1 Part 6
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Design of Flat Slab Problem Problem 1 Part 6
Design of Flat Slab Problem Problem 1 Part 4
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Design of Flat Slab Problem Problem 1 Part 4
Design of Flat Slab Problem Problem 1 Part 3
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Design of Flat Slab Problem Problem 1 Part 3
Design of Flat Slab Problem Problem 1 Part 2
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Design of Flat Slab Problem Problem 1 Part 2
Design of Flat Slab Problem Problem 1 Part 1
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Design of Flat Slab Problem Problem 1 Part 1
@45:00 the critical section for shear should be taken as d/2 from the periphery of the column/capital/Drop panel. since, there is Drop panel for this interior panel. I think we should consider d/2 from drop Panel. Please correct me if Iam wrong...
The effective depth is length between tension fibre and maximum compression fibre. Thus in the effective depth calculation half of the dia main tension steel should be added.
You nailed the concept air
Thank you sir
y still using 415 steel? civil engg sub is all about being practical.and this 415 shows its just copied from book without any risk of changing even the grade of steel
can we get a link to these slides?
In last problem you use for depth different formula but for this one you use different why?
THANK YOU
Nice Explanation Sir
Best ever class
Professor Jadhao, @14:44, if Code IS 456 says drop panel lateral dimensions shall be no smaller than 1/3 x panel size = 2m, how did you then arrive at 3m x 3m?
We can increase dimensions of drop panel on higher side. IS 456:2000 has given directions for minimum dimension of drop panel.
Sir can you share (12:02) this slide for reference
Thank you for the video! Can you pls clarify in Middle strip ! You have used same d for both negative & positive BM! Where as in Column strip ! You have used different d for negative & Positive BM!
Which code that you're using in design?
is456
design steps missing half lecture hai sir g please and thank you sooo much
Excellent
Thanks a lot, I am from Bangladesh. This video was very helpful for me.
Tq for this video it is helpful
Welcome 😊
Sir pls tell about chimny problem and rectangular water tank problem
Thank you sir 🙏
Most welcome
It would be good if repetition of each sentence is avoided
will try not to repeat
Nice brother thankyou
Call him sir
Welcome
Thank u sir
Welcome
Sir please upload part 1 of this problem
already uploaded