#Designofplategirder #Intermediatestiffeners #Endstiffeners #IS800:2007SteelStructures #welded # th-cam.com/video/JbagfzO3Fek/w-d-xo.html You can watch this video
@@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
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
@@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
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.
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 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!
@@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
@@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!
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
Tq sir.....i understand very well😊
You’re welcome All the best
Tq,it's very helpful
My pleasure and thanks for supporting my channel. All the best 👍
You just safe my life sir. I will love it if i can get the text book you are using. You are a miracle.
Thank you so much. Actually I’m not having textbook. As per procedure I solved all the problems. All the very best 👍👍
Design of steel structures by S.S. bhavikatti
Problem from pg no 321
You will get this problem in Design of steel structures by S.S Bhavikatti.
@@civilworld YOU ARE USING S.S. BHAVIKATTI
Simple super explanation sir tha way ur exploration super sir..🙂
It’s my pleasure. All the very best
@@civilworld tq sir
Good job
NICE EXPLAINATION SIR.❤️
THIS VIDEO IS VERY SUCCESSFUL 2 ME.👌
If use bearing and intermediate stiffener same process or not
Same procedure
#Designofplategirder #Intermediatestiffeners #Endstiffeners #IS800:2007SteelStructures #welded #
th-cam.com/video/JbagfzO3Fek/w-d-xo.html
You can watch this video
Bro in end bearing what ever getting the value of n2 that value is also same should be taken to b value or not
Yes
@@civilworld thnq bro🤝🤝
Your teaching is ultimate sir🙏🙏🙏🙏🙏🙏
Thank you so much 🙏🏻🙏🏻🙏🏻
@@civilworld diagram for this question
@@AwazeBani As per scale you can draw on the chart it is difficult to me to shot the video
Thanks alot sir
All the very best 👍👍
Good explanation 👍
Sir , when you were calculating the moment of inertia about z axis why you didn't take the web portion 😊
Taking axis as reference
(One Doubt)How do you take the section is plastic in step 3 selection of flange
Refer page no.18 table no 2 in IS 800:2007
@@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
Nice
Sir please explain how did you find the plastic section modulus Zp
please refer clause no 8.2.1.2 page no 53, IS 800:2007
how did you assign length of weld 40mm?
Please IS 800 : 2007 code book
@@civilworld which clause or section in the book?
Sir if it was given that the compression flange of girder is laterally unsupported
What would be the changes
Web will buckle
@civilworld sir could you please tell where the design steps will change
@ no need of selection of web and flange if he given the beam section
Sir pls make a playlist of ur design of plate girder videos it's very difficult to find it
Yes did it
Sir MD is value is wrong the value 5657.72 is not coming in the calci
Yes bro crt coz you Have to try this way Md= Ze fy/ ¥m0
Ze=20.745 × 250 ÷ 1.1 you get approximate value
@@garden._.flower how yoh get the value of Ze = 20.745 ? Can you pls explain
@@tirthpanchal8441 area of the flange X economical depth of web
= 480x40x1040
Thank you so much ❤️ sir
welcome
so many mistakes in the solution please learn carefully
Thank you mohan next time i will learn carefully
You wrote wrong value of ymax in CHECK FOR THE MOMENT CAPACITY
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
Sir b/tf how u choose the section is plastic Or semi compact
Please refer page no 18 Table no 2 in IS 800 2007 code book
Hii sr please tell from which book you have taken this example
bhavikatti
Can we use the plastic provisions
What plastic provisions? Please be specific about your doubt
@@civilworld I mean do we use calculation of the plastic section for the design of the web and flange of the plate girder
@@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
@@civilworld ok sir thank you
@@ganeshyadavflashgaming3286 All the best 👍👍
Will u please clear explain about the value of size of weld formula and that values...
Please refer code book
Izz value value ni calculate chesi substitute cheyyali ga. Mari ndku meeru 2×5601.28×10^6 ni calculate cheyle???
You can calculate as per your convenience. Meeru calculate chesi kuda value ni raayochu. No issues
Tq so much sir
welcome
Sir why didn't you multiply the self weight with the factor of safety
In the given question it was done with factored load
Is this Venkatesh sir?
No
sir why are you not multiplying Izz value with 2?? time 8.30
May be in overlook I forgot to multiple with 2. You can do it no problem. Follow the procedure don’t bother about values
If two loads given, live load 20, distribution load 40 . What is the W value. Sir. Please tell.
20x1.5=30 This is factor load, and self weight = 30xspan/200. Total load W=30+self weight+Disturbution load
Sir, Can you upload a problem with Stiffeners...
th-cam.com/video/JbagfzO3Fek/w-d-xo.html
th-cam.com/video/l6vZXIWZNeo/w-d-xo.html
Can you please explain 12×16 in the final steps
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.
Inka deep ga explain cheyandi..... Konchem...
Akkada unna problem ni as it is ga cheptu veltunnaru....
Like reading lesson
Thanks for the feedback and please follow the code book
Sir for flange section (b/tf) less than or equal to 9.4
8.4
@@civilworld sir,please mention the page number and clause
@@ganeshyadavflashgaming3286 page number 18 table 2 limiting width ratios table
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?
No code is specifying that 200. It was assumed. Because W/200 formula developed empirically(practically).
@@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
@@gowtham6277 refer SK Duggal textbook
Sir how you put zp value
Plastic section modulus which is available in code book.
Sir idi emodel design of welded plate grider for static load or connections
Connections
@@civilworld mari static load problem ela sir
@@santhoshreddy7923 send me the question
👍
How u get q value is 0.512
Don’t worry about the answer. Follow the procedure
Bro can u explain 'I' IN LAST STEP
I value we calculated in starting steps
Maximum unwelded length ela vesaru sir....ardam kaledu
Sorry I didn’t get ur doubt...please be specific
@@civilworld ending lo maximum unwelded value ardam avvaledu
@@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
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)?
Thanks for asking, but actually the process is similar you can try
@@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!
@@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
@@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!
@@therockinduderocks331 Yeah sure. Thank you
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..
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
Sir, How We Consider, If The Section Is Plastic or Semi Plastic or Compact..?
please refer table no.2 IS 800:2007
Sir half of the centroid value is not correct sir
Okay you can correct the value and proceed no issues
Zp???
??
Where is the equation of "q" in steel table ?
Not available in steel table
U have calcuation error in last 2nd step for value of "q"
Thank you and may I know how much the difference?
q=1.31
@@rupalilahra6421 yes you can take q value as 1.31 no problem.
14.33 sec 500+16/2 is correct u took 40/2
Sir but in code book it's given k=(d/te)less than or equal to 200
Yes I also did the same thing.
Sir don't know how to explain n teach!
Any tips please
Sir I want this pdf
Ping me your mail id or number
Your zp calculation is wrong
You can correct it and you can proceed. This video is just for procedure. This is practical subject.
Answer vastaradu
ardhamkaledhu
Q answer vastaredu
Don't bother about answers this is practical subject... You are designing the girder not solving
Sir. Can you suggest a good simple textbook for steel structures and your insta id
For practical reference or for exam reference?
@@civilworld for knowledge basis
@@kennyomega8937 sk duggal
@@civilworld sir. Right from basics with simple language
@@kennyomega8937 Which class you are studying??