bro i just wanted to ask,the way we divide the length of weld on either side when designing in plane member, can we divide this required weld ht in the same manner??plz answer
One doubt here. In sk duggal book( limit state designof steel structure 2nd edition) page no. 702 and 703 they have given entirely different thing. Please can you look at it and also see example 14.9 and 14.10
Hello sir, Hydrology is not as important as surveying..... So plz consider about surveying... by the way, you know very well what topic should be covered first better than us...
here t will be thickness or throat thickness plz tell me clearly and in lecture 11 part2 u r taking 300KN as factored load ie not multiplyed in solution with1.5
Here t is throat thickness. In example also I have multiplied thickness with 0.7. In lecture 11 part 2, In question it was given as factored load. I did not write the question that is why this confusion came. For future problems if you find in question that working load is given then multiply with 1.5 and if factored load is given then take as it is.
Out of all the questions on eccentric loading from various channels , I found this best
bro i just wanted to ask,the way we divide the length of weld on either side when designing in plane member, can we divide this required weld ht in the same manner??plz answer
One doubt here. In sk duggal book( limit state designof steel structure 2nd edition) page no. 702 and 703 they have given entirely different thing. Please can you look at it and also see example 14.9 and 14.10
When minimum throat thickness(t) should be 3 mm as you said as per the code .. then why we have taken it as 2.8 mm??
if the beam is welded to the column without any plate, may i know how should i calculate for the eccentricity? The loading on beam is UDL.
Hello sir, Hydrology is not as important as surveying..... So plz consider about surveying...
by the way, you know very well what topic should be covered first better than us...
When is cleat angle used for connection??? what is the procedure to design using cleat angle??
Thank you
What if the load is inclined ? How is the design done?
Thank you sir
Awesome
Minimum size of weld is governed by thickness of thicker plate ..
here t will be thickness or throat thickness plz tell me clearly
and in lecture 11 part2 u r taking 300KN as factored load ie not multiplyed in solution with1.5
Here t is throat thickness. In example also I have multiplied thickness with 0.7. In lecture 11 part 2, In question it was given as factored load. I did not write the question that is why this confusion came. For future problems if you find in question that working load is given then multiply with 1.5 and if factored load is given then take as it is.
thank u sir and plz upload more videos on environmental engg
+PARITOSH KASAUDHAN Sure
#CORRECTION IS NEEDED.#
This has to be separately dealt for FILLET WELD and BUTT WELD.
sir next steel
video kab upload hoga... i am waiting sir
Today evening
sir hydrology when...
After steel, environment 1 and then hydrology
Even shit is more clearer than this writing.
Half knowledge kyu de rahe ho bhai de rahe ho pura batao na
kch explain nhi krta yeh.....padhana aata h nai aur channel chla rhe h youtube pr..
Thanks
th-cam.com/video/vFDMaHQ4kW8/w-d-xo.html ...💐