@@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
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
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
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.
@@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
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!