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 👍
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.
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 .
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
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)
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.
@@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)
@@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.
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 👍
Thanks for using SI metrics. Excellent explained such it can be put in practical use. Cheers.
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.
I request u please make a video of how to calculate wind load for closed structure including internal pressure and internal suction.
Your videos are superb are you vudeos relaxed to AISC codes?
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 .
Jesus your site is great, thank you very much. Definitely liked and subscribed
Nice explanation
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
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)
The table is in EN 1993-1-8
is the table 4.1 on EN 1993-1-8 for fillet weld only.
Thank u so much ❤❤
Is that possible shown how to do the portal frame design analysis and all members and connection design
It is already on our list Buddy :)
I would like to support you guys you guys are doing a fine job Can i be also in the team with you
@@StructuralEngineerCalcs
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.
Yes ultimate tensile strength is constant for particular grade of steel.
@@truthseeker2327 thank you, how do I find figures 0.54 and 0.38. This is the bit I'm unsure about.
@@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)
Which tool is used for recording Sir?
Hi there! We use camtasia tech smith
AMAZING...
Hi, did anyone tried the calculation i found 0.61 instead of 0.54 for design shear coefficient after simplifying.
0.54 is correct it is f**** tricky. I also got 0.61 but 0.54 is right do the inputs correctly in calculator
Hello, what standard are you using during calculation ? Thanks
EN 1993-1-8 section 4.5.3.3
How Can i support this channel monetary
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.
@@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.
🙏🙏🙏
🐳