This channel is absolutely superb! There are very few people who take up their time to educate people, you deserve so much recognition! I have high hopes for this channel and can't wait to watch your channel grow successfully well done everyone absolutely brilliant, informative videos 👍
@Cptnbond Жыл бұрын
Thanks for using SI metrics. Excellent explained such it can be put in practical use. Cheers.
@mohammadtwahajaumbocus12272 жыл бұрын
Hi Structural Engineer Calcs your channel is outstanding i am having some difficulty to design the column splice connection detail of a square lattice antenna tower of 30m made up of CHS sections thanks from Mauritius.
@kabur882 жыл бұрын
Jesus your site is great, thank you very much. Definitely liked and subscribed
@ghilmandilshad9495 Жыл бұрын
This is really good video a small question though, The load is Tension in Nature in this example, is there any changes if the loads are Shear OR perpendicular to your utilized mechanism .
@truthseeker2327 Жыл бұрын
I request u please make a video of how to calculate wind load for closed structure including internal pressure and internal suction.
@venkatesh22855 ай бұрын
Your videos are superb are you vudeos relaxed to AISC codes?
@satyamengineers17382 жыл бұрын
Nice explanation
@manojkanaparthi226711 ай бұрын
Determine the appropriate welding speed to be used to weld 8 mm C50 steel plates when the power source is at 30 V and current at 325 A. The arc efficiency is 0.80 while the maximum cooling rate allowed is 6°C/s at a temperature of 550°C. Possible welding speeds are 6, 7, 8 and 9 mm/s. Can u solve this with proper steps I need this by today
@islamboukhatem6635 Жыл бұрын
Thank u so much ❤❤
@edgarespinosa34792 жыл бұрын
Hi, thank you for uploading such useful information, does anybody know how to determine the correlation factor (ßw) for a different type of steel? is there a table? is it in the material specification eg (specification ASTM A572)
@iangibbs80312 жыл бұрын
The table is in EN 1993-1-8
@filipepacheco895 ай бұрын
is the table 4.1 on EN 1993-1-8 for fillet weld only.
@keny11863 жыл бұрын
Is that possible shown how to do the portal frame design analysis and all members and connection design
@StructuralEngineerCalcs3 жыл бұрын
It is already on our list Buddy :)
@ghilmandilshad9495 Жыл бұрын
I would like to support you guys you guys are doing a fine job Can i be also in the team with you @@StructuralEngineerCalcs
@HardikSolankiMJA3 жыл бұрын
Which tool is used for recording Sir?
@StructuralEngineerCalcs3 жыл бұрын
Hi there! We use camtasia tech smith
@robinllabres5969 Жыл бұрын
Hi great vid, but can you please clarify a couple of thing for me, 1. how do you find the ultimate tensile (fu) strength is it specified in a specific standard. 2. Im not sure where the figures 0.54 and 0.38 come from, are these calculated from knowing what fu is. Sorry if my questions seem very obvious i have dyscalculia which is the equivalent of dyslexia but with maths which means it can take me a little longer to understand.
@truthseeker2327 Жыл бұрын
Yes ultimate tensile strength is constant for particular grade of steel.
@robinllabres5969 Жыл бұрын
@@truthseeker2327 thank you, how do I find figures 0.54 and 0.38. This is the bit I'm unsure about.
@truthseeker2327 Жыл бұрын
@@robinllabres5969 Yea but my boss taught me little differently to calculate weld length required. It is like (Pulling force)/(0.707 x 110 x weld thickness x Number of sides welding is done)
@Structure-Dubai2 жыл бұрын
AMAZING...
@Bendoen2 жыл бұрын
Hi, did anyone tried the calculation i found 0.61 instead of 0.54 for design shear coefficient after simplifying.
@ghilmandilshad9495 Жыл бұрын
0.54 is correct it is f**** tricky. I also got 0.61 but 0.54 is right do the inputs correctly in calculator
@user-mg2rh2jq1m2 жыл бұрын
Hello, what standard are you using during calculation ? Thanks
@filipepacheco895 ай бұрын
EN 1993-1-8 section 4.5.3.3
@ghilmandilshad9495 Жыл бұрын
How Can i support this channel monetary
@emmadavies7434 Жыл бұрын
I have been buying them coffees to show my appreciation. Or you can email them if your looking to give alternative. I know they are a voluntary run.
@ghilmandilshad9495 Жыл бұрын
@@emmadavies7434 Dear Emma, This channel is superb no doubt but I doubt they are active here anymore so please don't buy coffee may be your money is not being utilized. I have not seen the author active since very long.