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#Design 

CIVIL ENGINEERING COURSE Theory & Practical
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#Design of Plate Girder #Design of steel structures #PlateGirder #IS 800:2007 #Welded Plate Girder #

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10 сен 2024

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Комментарии : 138   
@mbengterence6859
@mbengterence6859 3 года назад
You just safe my life sir. I will love it if i can get the text book you are using. You are a miracle.
@civilworld
@civilworld 3 года назад
Thank you so much. Actually I’m not having textbook. As per procedure I solved all the problems. All the very best 👍👍
@harishduggana507
@harishduggana507 3 года назад
Design of steel structures by S.S. bhavikatti Problem from pg no 321
@sgtech6051
@sgtech6051 2 года назад
You will get this problem in Design of steel structures by S.S Bhavikatti.
@TECHVIDEO-ec9lv
@TECHVIDEO-ec9lv Год назад
@@civilworld YOU ARE USING S.S. BHAVIKATTI
@harthichindala135
@harthichindala135 3 года назад
Tq,it's very helpful
@civilworld
@civilworld 3 года назад
My pleasure and thanks for supporting my channel. All the best 👍
@VISHNUPRASATHACE
@VISHNUPRASATHACE 2 месяца назад
(One Doubt)How do you take the section is plastic in step 3 selection of flange
@civilworld
@civilworld 2 месяца назад
Refer page no.18 table no 2 in IS 800:2007
@VISHNUPRASATHACE
@VISHNUPRASATHACE 2 месяца назад
​​@@civilworldok sir but you should assume the value is less than 8.4 for plastic section but you take it as plastic section without any calculation of finding breath and thickness of flange
@madhuarepalli9188
@madhuarepalli9188 Год назад
Tq sir.....i understand very well😊
@civilworld
@civilworld Год назад
You’re welcome All the best
@jayeshpawar26
@jayeshpawar26 2 года назад
Sir pls make a playlist of ur design of plate girder videos it's very difficult to find it
@krushitharayasam-1083
@krushitharayasam-1083 2 года назад
Sir MD is value is wrong the value 5657.72 is not coming in the calci
@garden._.flower
@garden._.flower Год назад
Yes bro crt coz you Have to try this way Md= Ze fy/ ¥m0 Ze=20.745 × 250 ÷ 1.1 you get approximate value
@tirthpanchal8441
@tirthpanchal8441 Год назад
@@garden._.flower how yoh get the value of Ze = 20.745 ? Can you pls explain
@ursshaheer2223
@ursshaheer2223 Год назад
​@@tirthpanchal8441 area of the flange X economical depth of web = 480x40x1040
@mrdrivermechanictv4213
@mrdrivermechanictv4213 2 года назад
Good job
@SstejaytChannel
@SstejaytChannel 2 года назад
NICE EXPLAINATION SIR.❤️ THIS VIDEO IS VERY SUCCESSFUL 2 ME.👌
@AadeshArya
@AadeshArya Месяц назад
how did you assign length of weld 40mm?
@civilworld
@civilworld Месяц назад
Please IS 800 : 2007 code book
@AadeshArya
@AadeshArya Месяц назад
@@civilworld which clause or section in the book?
@soujanyamarripelli8607
@soujanyamarripelli8607 2 года назад
Izz value value ni calculate chesi substitute cheyyali ga. Mari ndku meeru 2×5601.28×10^6 ni calculate cheyle???
@civilworld
@civilworld 2 года назад
You can calculate as per your convenience. Meeru calculate chesi kuda value ni raayochu. No issues
@yathishchandra7700
@yathishchandra7700 3 года назад
Your teaching is ultimate sir🙏🙏🙏🙏🙏🙏
@civilworld
@civilworld 3 года назад
Thank you so much 🙏🏻🙏🏻🙏🏻
@sunilkharnotia
@sunilkharnotia Год назад
@@civilworld diagram for this question
@civilworld
@civilworld Год назад
@@sunilkharnotia As per scale you can draw on the chart it is difficult to me to shot the video
@crazy_girl_pavani
@crazy_girl_pavani 3 года назад
Simple super explanation sir tha way ur exploration super sir..🙂
@civilworld
@civilworld 3 года назад
It’s my pleasure. All the very best
@crazy_girl_pavani
@crazy_girl_pavani 3 года назад
@@civilworld tq sir
@a.praveens.praveen1081
@a.praveens.praveen1081 Год назад
Calculations is all wrong answers... q =1.310 Vastundi Kani q=0.512 vesaru. .. 1.310×480=628.8 correct... answer.. Textbook loo ela unte alane kapi kottaru... konchem calculation Chuskoni video upload cheyandi problems chese tappudu..
@civilworld
@civilworld Год назад
Thank you Praveen. Civil engineering is completely practical subject don’t bother about the answers. If you are a student you can correct the answers as per your calculations. Practically I will follow the procedure. Thank you
@zahidiirfan1042
@zahidiirfan1042 3 года назад
Thanks alot sir
@civilworld
@civilworld 3 года назад
All the very best 👍👍
@Vootapalli_JSP
@Vootapalli_JSP Год назад
so many mistakes in the solution please learn carefully
@civilworld
@civilworld Год назад
Thank you mohan next time i will learn carefully
@kezangtobgay8601
@kezangtobgay8601 3 года назад
sir why are you not multiplying Izz value with 2?? time 8.30
@civilworld
@civilworld 3 года назад
May be in overlook I forgot to multiple with 2. You can do it no problem. Follow the procedure don’t bother about values
@naveenbhuvi8418
@naveenbhuvi8418 Год назад
You wrote wrong value of ymax in CHECK FOR THE MOMENT CAPACITY
@civilworld
@civilworld Год назад
Thanks Naveen this is practical problem don’t bother about answers. Follow the procedure. For exams point of view we need answers. Once you came to reality you will know all the things. Thank you
@jayasrikankanala_4_real
@jayasrikankanala_4_real 3 года назад
Sir b/tf how u choose the section is plastic Or semi compact
@civilworld
@civilworld 3 года назад
Please refer page no 18 Table no 2 in IS 800 2007 code book
@dharmateja7941
@dharmateja7941 Год назад
Sir why didn't you multiply the self weight with the factor of safety
@civilworld
@civilworld Год назад
In the given question it was done with factored load
@structuralchannel2507
@structuralchannel2507 2 года назад
Hii sr please tell from which book you have taken this example
@user-vm1jy4kv8i
@user-vm1jy4kv8i 3 месяца назад
Sir half of the centroid value is not correct sir
@civilworld
@civilworld 3 месяца назад
Okay you can correct the value and proceed no issues
@blessysugunagodsservant4487
@blessysugunagodsservant4487 3 года назад
Thank you so much ❤️ sir
@slowed_8dsongs
@slowed_8dsongs 3 года назад
Good explanation 👍
@raghujampana8876
@raghujampana8876 Год назад
If two loads given, live load 20, distribution load 40 . What is the W value. Sir. Please tell.
@civilworld
@civilworld Год назад
20x1.5=30 This is factor load, and self weight = 30xspan/200. Total load W=30+self weight+Disturbution load
@gowtham6277
@gowtham6277 3 года назад
Why did you chose the number 200 for calculating self weight. Is there any reason? I mean for any steel code, we have to consider 200 only?
@civilworld
@civilworld 3 года назад
No code is specifying that 200. It was assumed. Because W/200 formula developed empirically(practically).
@gowtham6277
@gowtham6277 3 года назад
@@civilworldThankyou for your reply, can you please specify the page number or whatever. I'm a mechanical student I'm trying to design a beam
@civilworld
@civilworld 3 года назад
@@gowtham6277 refer SK Duggal textbook
@fitsumkifle8239
@fitsumkifle8239 3 года назад
Nice
@prasadul9237
@prasadul9237 3 года назад
👍
@suneejamyla7304
@suneejamyla7304 2 года назад
Will u please clear explain about the value of size of weld formula and that values...
@civilworld
@civilworld 3 месяца назад
Please refer code book
@shivajayanth
@shivajayanth Год назад
Can you please explain 12×16 in the final steps
@civilworld
@civilworld Год назад
Maximum un welded portion is 16mm which is thickness of web which is multiplied by 12 mm is maximum weld provided. Please refer code book for design of plate girder section.
@pujarivinaykumar6531
@pujarivinaykumar6531 2 года назад
Sir, How We Consider, If The Section Is Plastic or Semi Plastic or Compact..?
@barfithehusky9445
@barfithehusky9445 2 года назад
Please refer table no:2 in IS 800:2007 code book
@gurjitsaini8256
@gurjitsaini8256 3 года назад
Where is the equation of "q" in steel table ?
@civilworld
@civilworld 3 года назад
Not available in steel table
@suryar608
@suryar608 2 года назад
Sir how you put zp value
@civilworld
@civilworld 2 года назад
Plastic section modulus which is available in code book.
@tejatejule-1113
@tejatejule-1113 2 года назад
Inka deep ga explain cheyandi..... Konchem... Akkada unna problem ni as it is ga cheptu veltunnaru.... Like reading lesson
@civilworld
@civilworld 2 года назад
Thanks for the feedback and please follow the code book
@pujarivinaykumar6531
@pujarivinaykumar6531 3 года назад
Sir, Can you upload a problem with Stiffeners...
@civilworld
@civilworld 3 года назад
ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-JbagfzO3Fek.html
@civilworld
@civilworld 3 года назад
ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-l6vZXIWZNeo.html
@rathimeena1118
@rathimeena1118 Год назад
How u get q value is 0.512
@civilworld
@civilworld Год назад
Don’t worry about the answer. Follow the procedure
@kommalabhargavilakshmi1716
@kommalabhargavilakshmi1716 3 года назад
Tq so much sir
@46_muqtarpasha47
@46_muqtarpasha47 2 года назад
Is this Venkatesh sir?
@civilworld
@civilworld 2 года назад
No
@Devesh111-h8g
@Devesh111-h8g 2 месяца назад
Your zp calculation is wrong
@civilworld
@civilworld 2 месяца назад
You can correct it and you can proceed. This video is just for procedure. This is practical subject.
@ganeshyadavflashgaming3286
@ganeshyadavflashgaming3286 3 года назад
Can we use the plastic provisions
@civilworld
@civilworld 3 года назад
What plastic provisions? Please be specific about your doubt
@ganeshyadavflashgaming3286
@ganeshyadavflashgaming3286 3 года назад
@@civilworld I mean do we use calculation of the plastic section for the design of the web and flange of the plate girder
@civilworld
@civilworld 3 года назад
@@ganeshyadavflashgaming3286 you have refer code book I.e IS 800:2007 and steel tables book. For calculation of plastic section you have to refer page no 18 table 2 in IS 800:2007 limiting width ratio table
@ganeshyadavflashgaming3286
@ganeshyadavflashgaming3286 3 года назад
@@civilworld ok sir thank you
@civilworld
@civilworld 3 года назад
@@ganeshyadavflashgaming3286 All the best 👍👍
@ganeshyadavflashgaming3286
@ganeshyadavflashgaming3286 3 года назад
Sir for flange section (b/tf) less than or equal to 9.4
@civilworld
@civilworld 3 года назад
8.4
@ganeshyadavflashgaming3286
@ganeshyadavflashgaming3286 3 года назад
@@civilworld sir,please mention the page number and clause
@civilworld
@civilworld 3 года назад
@@ganeshyadavflashgaming3286 page number 18 table 2 limiting width ratios table
@therockinduderocks331
@therockinduderocks331 2 года назад
Can you post another video designing plate girder (WELDED PLATE SECTION) with HIGH SHEAR FORCE , I.e where Factored SHEAR FORCE, V is greater than 0.6×Vd (SHEAR STRENGTH)?
@civilworld
@civilworld 2 года назад
Thanks for asking, but actually the process is similar you can try
@therockinduderocks331
@therockinduderocks331 2 года назад
@@civilworld What would be Vd? Vp or Vcr? In plate girder Vcr is always less than Vp, so logically Vcr should be Vd. But Moment Capacity calculated comes NEGATIVE!! Try solving one!
@civilworld
@civilworld 2 года назад
@@therockinduderocks331 please once refer IS 800:2007 code book throughly. Please first study design procedure of plate girder in the code book. Then you can easily solve the problem
@therockinduderocks331
@therockinduderocks331 2 года назад
@@civilworld I have done that . I have even tried solving 2 different solved examples from 2 different books. I got same result. I can even share my calculations if you like. But just for argument sake, try solving one for yourself. Decide what would be Vd? Vp or Vcr? Value of BETA is where the problem lies!
@civilworld
@civilworld 2 года назад
@@therockinduderocks331 Yeah sure. Thank you
@sudheergowdakkili2206
@sudheergowdakkili2206 3 года назад
Bro can u explain 'I' IN LAST STEP
@civilworld
@civilworld 3 года назад
I value we calculated in starting steps
@shubhamdesai6566
@shubhamdesai6566 2 месяца назад
Zp???
@civilworld
@civilworld 2 месяца назад
??
@santhoshreddy7923
@santhoshreddy7923 3 года назад
Sir idi emodel design of welded plate grider for static load or connections
@civilworld
@civilworld 3 года назад
Connections
@santhoshreddy7923
@santhoshreddy7923 3 года назад
@@civilworld mari static load problem ela sir
@civilworld
@civilworld 3 года назад
@@santhoshreddy7923 send me the question
@m.h.v.chakravarthi690
@m.h.v.chakravarthi690 3 года назад
Maximum unwelded length ela vesaru sir....ardam kaledu
@civilworld
@civilworld 3 года назад
Sorry I didn’t get ur doubt...please be specific
@m.h.v.chakravarthi690
@m.h.v.chakravarthi690 3 года назад
@@civilworld ending lo maximum unwelded value ardam avvaledu
@civilworld
@civilworld 3 года назад
@@m.h.v.chakravarthi690 In page number 79 clause number 10.5.5.2 IS 800:2007 mentioned the clause 12 times the thickness. So I took 12x16=192
@rupalilahra6421
@rupalilahra6421 3 года назад
U have calcuation error in last 2nd step for value of "q"
@civilworld
@civilworld 3 года назад
Thank you and may I know how much the difference?
@rupalilahra6421
@rupalilahra6421 3 года назад
q=1.31
@civilworld
@civilworld 3 года назад
@@rupalilahra6421 yes you can take q value as 1.31 no problem.
@shreyashhadke4879
@shreyashhadke4879 9 месяцев назад
Sir don't know how to explain n teach!
@civilworld
@civilworld 9 месяцев назад
Any tips please
@WhatSGoingON720
@WhatSGoingON720 3 года назад
14.33 sec 500+16/2 is correct u took 40/2
@madhusudhanan5229
@madhusudhanan5229 2 года назад
Sir I want this pdf
@civilworld
@civilworld 2 года назад
Ping me your mail id or number
@ganeshyadavflashgaming3286
@ganeshyadavflashgaming3286 3 года назад
Sir but in code book it's given k=(d/te)less than or equal to 200
@civilworld
@civilworld 3 года назад
Yes I also did the same thing.
@MkmlDevi
@MkmlDevi Год назад
Answer vastaradu
@civilworld
@civilworld 3 месяца назад
ardhamkaledhu
@MkmlDevi
@MkmlDevi Год назад
Q answer vastaredu
@civilworld
@civilworld Год назад
Don't bother about answers this is practical subject... You are designing the girder not solving
@kennyomega8937
@kennyomega8937 Год назад
Sir. Can you suggest a good simple textbook for steel structures and your insta id
@civilworld
@civilworld Год назад
For practical reference or for exam reference?
@kennyomega8937
@kennyomega8937 Год назад
@@civilworld for knowledge basis
@civilworld
@civilworld Год назад
@@kennyomega8937 sk duggal
@kennyomega8937
@kennyomega8937 Год назад
@@civilworld sir. Right from basics with simple language
@civilworld
@civilworld Год назад
@@kennyomega8937 Which class you are studying??
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