Hey man, I really dig this connection series and how you're going through the manual explaing the process. Was banging my head trying to find good worked through examples, given I don't use software, these videos have been a good place to go to. Thanks and keep it up mate, there is alot of structural engineering that needs some good thorough explanation and you're the man to do it.
I don’t normally do much steel connection design as it’s normally a sub contractor design item. But if I do then I’ve used robot, tedds or masterseries
Hi, Dazz it is a wonderful tutorial, but I have a question like in beam how to find which type of support that beam is required when we do the design of the beam. we generally have pinned, roller, hinged and fixed support. My question is how we know which type of support that beam is required. if you make such video support on beam then it will help to solve my question. if anyone knows this answer please reply.
I normally design stuff as simply supported and fix when I need keep member sizes small and to keep the design process easier. Fixed connections are typically harder to construct and more expensive. Transferring moments at supports can generally be a pain. You can also choose to fix a connection if you need it to provide some stability. This could be a video that I could do 🤔
Surely to god, half of this is not needed, calculations for the sake of calculations. You already know the max tensile force in the flanges, you you merely need a plate of sufficient cross section to withstand this, [you need to allow for the reduction of area caused by drilling the holes] and bolts that can deal with the resultant shear forces [having checked the bolt bearing capacity is ok] As for the web, you know the shear force [do a diagram] so bolts and plates to resist this?? If you set out to duplicate what the original beam can withstand, you cannot go wrong.. [I would think!!] Also, there are piles of calculations as to what is needed for the cover plates, but no calculations regarding the reduction in strength of the original beam thanks to drilling all holes in it..
Simply one of the best RUclips series ever 🥰
Hey man, I really dig this connection series and how you're going through the manual explaing the process. Was banging my head trying to find good worked through examples, given I don't use software, these videos have been a good place to go to. Thanks and keep it up mate, there is alot of structural engineering that needs some good thorough explanation and you're the man to do it.
Really appreciate the comment 🥲
Great vid mate. Even better people can get the pdf themselves and can digest in their own time.
Great Video!
Stellar video, thanks sir.
Can anyone tell me what software this is being designed on?
I am new to structural engineering.Which software is usually used for steel connections? I enjoyed these videos.good stuff.
I don’t normally do much steel connection design as it’s normally a sub contractor design item. But if I do then I’ve used robot, tedds or masterseries
Hi, Dazz it is a wonderful tutorial, but I have a question like in beam how to find which type of support that beam is required when we do the design of the beam. we generally have pinned, roller, hinged and fixed support.
My question is how we know which type of support that beam is required. if you make such video support on beam then it will help to solve my question. if anyone knows this answer please reply.
I normally design stuff as simply supported and fix when I need keep member sizes small and to keep the design process easier. Fixed connections are typically harder to construct and more expensive. Transferring moments at supports can generally be a pain.
You can also choose to fix a connection if you need it to provide some stability. This could be a video that I could do 🤔
@@EverydayDazz Thanks Dazz so it totally depends on us which support we choose.
@@nascentnaga Thanks
Which software?
Name of the software, please.
What’s the equivalent of the guide to American codes?
In the middle of a simply supported beam you have 0 shear.
I think he meant the shear force in the bolts??
Surely to god, half of this is not needed, calculations for the sake of calculations. You already know the max tensile force in the flanges, you you merely need a plate of sufficient cross section to withstand this, [you need to allow for the reduction of area caused by drilling the holes] and bolts that can deal with the resultant shear forces [having checked the bolt bearing capacity is ok] As for the web, you know the shear force [do a diagram] so bolts and plates to resist this?? If you set out to duplicate what the original beam can withstand, you cannot go wrong.. [I would think!!] Also, there are piles of calculations as to what is needed for the cover plates, but no calculations regarding the reduction in strength of the original beam thanks to drilling all holes in it..