Hi Mat, I'm a structural engineer at Brazil. It's great to see this kind of videos even though the Design doesn't follow the same parameters as the Brazilian designing "rules". I wonder what would be the difference between the two types keeping the same load, stress & displacement. Let me know if you want to make this comparison. See ya
Hi Mat, very nice tutorial, informative and simple. Looking forward on your next tutorials. I think i wan to see designing of beams for SMRF, or Base shear computation as per UBC 😊😊😊.
Please make Tutorials for Structural Analysis and Design 🙏🙏🙏 There are hardly any reliable sources on TH-cam for Design. It will be a great help for B.S Civil and M.S Structural Freshers.
Ah! I see you have finally started the real structural tutorial. I was waiting for this moment since you created the channel. Please go through all members. I trust you man.
@@MatPicardal Actually I'm working in Wood. company. Biggest EPC company I believe. I need to re-study the designing of all steucture members. Unfortunately I don't have enough time to go through all the books and lectures again. As I said I trust you and I know you are studying for SE exam so you share the purest lectures. Please keep up the good work Mat.
I am the current fourth year civil engineer in canada. Just want to say thank you for making such informative content. I am currently leaning concrete design. With your infor I find it very helpful in terms of understanding my course content. Thanks!
I really appreciate your videos Mat, it's so helpful for everyone. Thanks and keep doing this videos. Greetings from a Peruvian structural engineering student.
I genuinely appreciate these videos. Had I had this kind of support from my start in my career I probably wouldnt have gotten to the point where I am at... where I am unhappy.
Amazing content. After seeing this, I know that I've still a long way to go. Hope to see more of these as these as they're really helpful especially for us just starting in the design and construction industry. Thank you for this!
Hi sir mat. This is very generous of you to share your knowledge especially this topic which i am struggling to review and recall. This has been very helpful to me. Thank you so much. Hope you will discuss about beam and slab design on your next upload. God bless and more power.
Mat Picardal a video of the desing/analysis of structures made of concrete foundations and steel only multi stories building structure Could be awesome!
I love your videos, it will be really helpful if u can make videos which teach engineers who don't have industrial experience . Make more and more videos like this .
Hi mat, we need so much stirrups only for moment resistance frame design (column and beam)!right ? If I design shear wall system. I won’t need so much stirrups right ?
Nice spreedsheet Mat. I have read Jack Mohele book and there is a picture with a building destroyed after an earthquake where the specialmoment frame in the perimeter are ok, but all the secondary columns are destroyed. So, it is indeed a very important topic to consider. However, I have always have doubs about this and you may help me, with your practice in California, to clarify them. Imagine you have a low rise building and you decide to do the lateral resistent system with shear walls. Normally I reduce the stiffness of the secondary members in the model to absorb the entire energy of the earthquake with the walls. However, to resiste the gravity loads I provide this secondary columns, and seconday beams. At the end I have secondary frames. Let imagine 3 spans with 5m beams. So my question are: - Is there a minimum for the size of the column? In a special moment frame I consider 300mm and also I check if the anchor lenght for the rebar is enough. But for secondary columns.. is it posible to do to 200mm for example? How do you normally consider this in practice? - Let say that your beam is 5m like i mentioned. Is it appropiate to do the beam continuos or should you design them pinned? Because if you provide top reinforcement it may transfer moment to the column I think. And if you design it pinned, is there a typical way to detail that connection to the column? Keep doing this great videos!! Best regards, Agustin
Hi Agustin, in the US, column sizes are usually governed by Architectural layout and constructibility, and we usually try to push for a minimum of 14 inch column size, but sometimes we go as low as 12 inches. For example - constructibility - contractors in the U.S. prefer to use the same size formwork throughout the project, it's more economical from a construction perspective for the structural engineer to keep re-using the same sizes. So, if we have an 18 inch thick shear wall, we will try to size the columns as 18"x18", even though they may only need to be 16"x16". This helps overall constructability and helps the construction schedule (saves overall project costs). This depends on the contractor and project, but it's common for the projects I've worked on. For detailing, if we want to detail a column to slab connection as fixed, we will fully develop the column longitudinal steel into the slab. For example, if the longitudial reinf were #8 bars, we would use #8 hooked dowels fully developed into the slab. For pinned, we may just use smaller #5 dowel bars for the column/slab connection.
Amazing job! One of our PE/SE will be making free videos that we will be uploading for those who’d like to review for their exams. PS. Your subscribers have great suggestions for topics they’d like to know more. It’s just fascinating to go through them.
Hi Mat, great video. I’m structural engineer from Peru, it would be great if you can make a video about base plates and anchor rods design for metallic structures in high seismic zones. Keep doing this we all appreciate it. Regards
Awesome content Mat. Thank you for sharing this with us. If you could do a tutorial on ductile connection design for steel structure in seismic zone, that would be awesome! Keep up the good work chief
Good video Mat. Can you please elaborate the way you do the lap splices in the column. Im not familiar with the type of structural drawing shown in the video but I think i saw that the splices were place at the bottom of the column (just above the floor slabs), and according to the ACI they should be locate in the middle of the member.
I believe that's true for special moment frames (lateral force resisting) but I think theres an exception somewhere for gravity columns where it doesn't matter where its spliced
Hi Mat, so I waned to know your input when it comes to multi ties, I work as a rebar detailer in California, and I found many times that the placer prefer the use of them as they only need to place one piece instead of multiple pieces, increasing their productivity, while it's also good for the rebar shop productivity, it does increase a bit the quantities of rebar. but it also reduce the number of Standard hooks to only two 135D. For some reason, sometimes in Special Moment Frames, I haven't got it approved. Thanks for the videos and keep the good work :)
Hi Erick, I've heard those referred to as serpentine ties before, where it's one continually bent hoop. From my experience those are generally approved for gravity columns. But for special moment frames, I'm not sure as I haven't worked on one. Concretr SMF are not often used, at least in my experience.
Very good video. Always a pleasure to watching your videos, and it motivates me a lot to learn and work hard. Thank you Sir. Hope to get more tutorials and guidance 😊
Hey Mat Can you do a series on the preliminary design of a building(i.e. placement of columns and preliminary column and beam sizes etc ), prior to do the analysis in STAAD Pro (and how do the iteration if the acceptable deflection is not met is not met in STAAD)????
Hi Mat, I’m from Ecuador. We based our analysis and design in American codes. Do you use a single model to analyze the gravity and seismic system in ETABS? If not, some tips would be useful about using separated analysis. In my country, one single model is generally used which includes all structural elements. RC SMF is the most common system.
It's different from firm to firm and may even differ from project to project. I like to separate the gravity/lateral models for the projects I work on, especially if the buildings are complicated. Combining lateral/gravity into a single model is great if you can get the model working, but sometimes it takes forever to just get the model to work because of complex geometries and meshing, you can end up chasing miscellaneous errors (and wasting firm money) instead of actually engineering. Again, depends on the firm, project complexity, and even software.
In normal special moment frame columns you are able to not the fulfill spacing of s0 outside of the expected plastic hinge location. In this gravity columns you have to fulfill s0 in the whole span of the column? So in general your transverse reinforcement will be higher in the gravity columns than in normal columns?
Hey mat I was wandering if it would be a good idea to go into structural engineering as i soon need to apply for university. I have all the required subjects and show interest in everything to do with structural engineering but i live in south africa and i dont know if there is a good job market for this career
Hi Mat. This video was insightful. Could you please provide a similar algorithm chart for the design of BEAMS as per ACI code as well? Much appreciated. Keep up the good work.
Please make a video disecting the analysis and design process of any building based on the latest structural codes and practices. 🙏 Thank you sir for sharing your knowledge.
Very Impressive. Could you please do another video for Concrete shearwall and share your calc ? I am still confusing about when will I need to use end zone reinforcement and when will I don't need end zone reinforcing. thank you.
Hey Mat, which software did you use to prepare that large presentation sheet in which you have those multiple column drawings. i have been looking for something like that for a long time but couldn't find it.
Hello thanks for sharing, I've also created a video in my channel about seismic detailing of RC column based from ACI and this video of yours improved some of my knowledge in columns. Thank you so much
From what I understand, we need to build a model 1st, using our relevant software,applying our calculated load to it. From this analysis we use the displacement over time as our seismic data input for the seismic anslysis?
Mat you are doing great videos with good content for structural engineering, Can you do a video regarding the following 1. Wind load assignment for a high rise building using FEM 2. About assumptions incorporated with FEM modeling
When I find Mpr in the PM interaction diagram (using factored axial force Pu), I do use the unreduced curve in the PM interaction diagram. It's mentioned in the exhibit and video as well. This way, it will maximize the Mpr (if you use the reduced curve, your Mpr will be less - unconservative).
Sir , is there any innovation that can be done in civil engineering industry . I feel that all these existing roles are like routine works like site engineer checks quality , measurements . Where as structural and transportation engineer has a code book for Everything.
Hi sir, First thank you for your effort to make such video tutorials. They are very good and helpful to the kind of me Do you have tutorial on how to design a three type of retaining wall? the cantilever retaining wall and the cantilever retaining with counterfort please?
I currently don't have access to those, but I'd imagine the end goal of column design in most codes is the same (column confinement during displacement compatability), with only a few code portions differing.
if the school I want to go to doesn’t have structural engineering as a major but it has civil engineering, how should I go about it to become a structural engineer?
Hi Sir, have been checking my email for your summary sheets and files but I did not receive any email providing a link to your files. I already gotten the masonry files btw. Thanks and more power!
I don't know why but I can't download the summary sheets? the website asks for my email and then never sends the info; is someone having a similar problem?
Hey Mat, at 10:19 you said both hooks have to be 135 degree ones(which makes sense) but I doubt its practicality, workers on site r gonna have hard time placing such hooks.
True, thats why contractors sometimes request to use "serpentine" hoops where they use a bending machine to create multiple bends in a single continuous bar to make a single hoop for easier installation. These are typically approved by engineers for gravity columns, at least in the west coast of the US.
If you're looking to work in industry and not academia, take all the design courses you can (concrete, wood, steel, etc.), and take any earthquake engineering, non-linear analysis/performance based design, and structural dynamics. FEM might be nice also,.
Sorry, didn't get all that, but I made a Mathcad video here (Mathcad Express is free after the 30day trial runs out): th-cam.com/video/ArKQMvnZLs4/w-d-xo.html
What type of tutorials would you like to see in the future?
Designing of a shear wall like U shape in a seismic area
Tutorial basis and professional courses videos would be great .
Hi Mat, I'm a structural engineer at Brazil. It's great to see this kind of videos even though the Design doesn't follow the same parameters as the Brazilian designing "rules". I wonder what would be the difference between the two types keeping the same load, stress & displacement. Let me know if you want to make this comparison. See ya
Hi Mat, very nice tutorial, informative and simple. Looking forward on your next tutorials. I think i wan to see designing of beams for SMRF, or Base shear computation as per UBC 😊😊😊.
Design of concrete beams subjected to torsion!
Please make Tutorials for Structural Analysis and Design 🙏🙏🙏
There are hardly any reliable sources on TH-cam for Design. It will be a great help for B.S Civil and M.S Structural Freshers.
Yeah, me too, gonna love it 😍
Thanks for the suggestion Vishwajeet, I will consider it!
Waiting
Waiting for manual process
Ah! I see you have finally started the real structural tutorial. I was waiting for this moment since you created the channel. Please go through all members. I trust you man.
More to come Morteza! I'm studying for my S.E. license exams, so, it's good practice for me to try and teach the stuff I'm learning.
@@MatPicardal Actually I'm working in Wood. company. Biggest EPC company I believe. I need to re-study the designing of all steucture members. Unfortunately I don't have enough time to go through all the books and lectures again. As I said I trust you and I know you are studying for SE exam so you share the purest lectures. Please keep up the good work Mat.
I am freshgraduate civil engineer from Indonesia. I just wanna say thank you for making this video. 👍
It's my pleasure Agri!
I am the current fourth year civil engineer in canada. Just want to say thank you for making such informative content. I am currently leaning concrete design. With your infor I find it very helpful in terms of understanding my course content. Thanks!
Can you make video how structure engineer strat his process of analysis and design after drawing given by architecture
That's a good one! I'll take it into consideration!
@@MatPicardal Yeah thanks. That would be nice. 😊 God Bless. :)
@@MatPicardal Yes please.
Yes I am into this to..
that would be great.
I really appreciate your videos Mat, it's so helpful for everyone. Thanks and keep doing this videos. Greetings from a Peruvian structural engineering student.
I genuinely appreciate these videos. Had I had this kind of support from my start in my career I probably wouldnt have gotten to the point where I am at... where I am unhappy.
Amazing content. After seeing this, I know that I've still a long way to go. Hope to see more of these as these as they're really helpful especially for us just starting in the design and construction industry. Thank you for this!
You got this Keith!
Hi sir mat. This is very generous of you to share your knowledge especially this topic which i am struggling to review and recall. This has been very helpful to me. Thank you so much. Hope you will discuss about beam and slab design on your next upload. God bless and more power.
You're welcome Camille! I'm definitely considering slab design sometime.
I am a civil engineering student. and this is very useful.... thank you
Mat is my REAL uni lecturer
Appreciate it Pri!
These design tutorials are awesome!! Could we get a tutorial on how you complete a seismic and wind analysis on for a multi-story building?
Great suggestion Mike! I will definitely consider it.
i want to know how.
Thanks a lot Matt! This is super resourceful
thank you sir.
its a pleasure if you share your practical experience with us related to design.
Amazing video! I m doing structural design in China. We have different working styles. It’s interesting to learn your working details in America.
Great content! Watching you from Bolivia🇧🇴
Thanks Rafael! Appreciate you
Mat Picardal a video of the desing/analysis of structures made of concrete foundations and steel only multi stories building structure Could be awesome!
This tutorial is amazing Mat , thank you for bringing it on us. Would like to see more how to use all the things that we learn at school in real life.
Great video. Informative, helps a lot. Thanks. From the Philippines
Thanks for watching Alfie and commenting as well!
Reinforced CMU shear wall design with reinforced foundation design below the wall and how they should be connected together will be a greaaaaaat help.
Thanks for the recommendation! I will consider it.
Excellent work sir Huge respect for u .. From Pakistan 🇵🇰
Thanks a lot Mat, Keep doing the good work, cheer up from Thailand.
Thanks, will do!
Looking forward to seeing more tutorials on design of structural elements from you! Very infomative and well structured!
About to take Statics this fall remotely, Great video Matt.
I love your videos, it will be really helpful if u can make videos which teach engineers who don't have industrial experience . Make more and more videos like this .
That's one of my goals, thanks for the recommendation Usman!
Hi mat, we need so much stirrups only for moment resistance frame design (column and beam)!right ? If I design shear wall system. I won’t need so much stirrups right ?
Nice spreedsheet Mat.
I have read Jack Mohele book and there is a picture with a building destroyed after an earthquake where the specialmoment frame in the perimeter are ok, but all the secondary columns are destroyed.
So, it is indeed a very important topic to consider.
However, I have always have doubs about this and you may help me, with your practice in California, to clarify them.
Imagine you have a low rise building and you decide to do the lateral resistent system with shear walls. Normally I reduce the stiffness of the secondary members in the model to absorb the entire energy of the earthquake with the walls.
However, to resiste the gravity loads I provide this secondary columns, and seconday beams. At the end I have secondary frames. Let imagine 3 spans with 5m beams.
So my question are:
- Is there a minimum for the size of the column? In a special moment frame I consider 300mm and also I check if the anchor lenght for the rebar is enough. But for secondary columns.. is it posible to do to 200mm for example? How do you normally consider this in practice?
- Let say that your beam is 5m like i mentioned. Is it appropiate to do the beam continuos or should you design them pinned? Because if you provide top reinforcement it may transfer moment to the column I think. And if you design it pinned, is there a typical way to detail that connection to the column?
Keep doing this great videos!!
Best regards,
Agustin
Hi Agustin, in the US, column sizes are usually governed by Architectural layout and constructibility, and we usually try to push for a minimum of 14 inch column size, but sometimes we go as low as 12 inches. For example - constructibility - contractors in the U.S. prefer to use the same size formwork throughout the project, it's more economical from a construction perspective for the structural engineer to keep re-using the same sizes. So, if we have an 18 inch thick shear wall, we will try to size the columns as 18"x18", even though they may only need to be 16"x16". This helps overall constructability and helps the construction schedule (saves overall project costs). This depends on the contractor and project, but it's common for the projects I've worked on.
For detailing, if we want to detail a column to slab connection as fixed, we will fully develop the column longitudinal steel into the slab. For example, if the longitudial reinf were #8 bars, we would use #8 hooked dowels fully developed into the slab. For pinned, we may just use smaller #5 dowel bars for the column/slab connection.
Sir, this is very helpful for freshers like us .
We really want this type of initiative
Thanks for the kind words, glad it's helping!
Amazing job! One of our PE/SE will be making free videos that we will be uploading for those who’d like to review for their exams.
PS. Your subscribers have great suggestions for topics they’d like to know more. It’s just fascinating to go through them.
Thanks this is super helpful insight as a college student!!
Tati, glad it was helpful!
Thanks for the video! it's very helpful for understanding the design process.
Sir u done a great work with this.... Plz we are waiting for many more like this. God bless you.
Hi Mat! Thank you for this amazing video. Stay safe.
Thanks Josephine, you too!
Hi Mat, great video. I’m structural engineer from Peru, it would be great if you can make a video about base plates and anchor rods design for metallic structures in high seismic zones. Keep doing this we all appreciate it.
Regards
Great suggestion Joseph! Thinking about that one as well.
Awesome content Mat. Thank you for sharing this with us. If you could do a tutorial on ductile connection design for steel structure in seismic zone, that would be awesome! Keep up the good work chief
Great suggestion Khanh! I've designed a couple of those, so that's a good one.
@@MatPicardal Awesome! I'll be looking forward to it. Steel connections is no joke! Have a good one Mat
Hi Matt, do you have any experience using Eurocodes.
Flamur from EU / BSc.
I unfortunately do not :( only IBC and US codes. I imagine the code intents are very similar though.
Good video Mat. Can you please elaborate the way you do the lap splices in the column. Im not familiar with the type of structural drawing shown in the video but I think i saw that the splices were place at the bottom of the column (just above the floor slabs), and according to the ACI they should be locate in the middle of the member.
I believe that's true for special moment frames (lateral force resisting) but I think theres an exception somewhere for gravity columns where it doesn't matter where its spliced
Thanks a lot for your videos, whats are the diferences with ACI 318-19 in column design in high seimic areas?
Haven't dug into that yet :)
I wished you were uploading these videos long time ago I could’ve learned more you explained clearly and simply better than what my teacher 😂
Glad it was helpful Halima!
love all the videos you share to us more power sir
someday i will be a structural engineer just like you.
Please keep posting stuff like this. thanks a alot
Hi Mat, so I waned to know your input when it comes to multi ties, I work as a rebar detailer in California, and I found many times that the placer prefer the use of them as they only need to place one piece instead of multiple pieces, increasing their productivity, while it's also good for the rebar shop productivity, it does increase a bit the quantities of rebar. but it also reduce the number of Standard hooks to only two 135D.
For some reason, sometimes in Special Moment Frames, I haven't got it approved.
Thanks for the videos and keep the good work :)
Hi Erick, I've heard those referred to as serpentine ties before, where it's one continually bent hoop. From my experience those are generally approved for gravity columns. But for special moment frames, I'm not sure as I haven't worked on one. Concretr SMF are not often used, at least in my experience.
@@MatPicardal yes serpentine ties, thanks for your input man! looking forward for the next video :)
which program you use to made this flow chart sound fun ?
Very good video. Always a pleasure to watching your videos, and it motivates me a lot to learn and work hard. Thank you Sir. Hope to get more tutorials and guidance 😊
My pleasure Parashmoni and thanks for commenting!
I have a test of this today!, thanks for the video!
Best of luck Ayrton!
Hello Mat, thank for this video. I want to ask you, which software did you use for make that workflow?
Hey Mat
Can you do a series on the preliminary design of a building(i.e. placement of columns and preliminary column and beam sizes etc ), prior to do the analysis in STAAD Pro (and how do the iteration if the acceptable deflection is not met is not met in STAAD)????
Love the way u make it look so simple.... looking forward to full building structure analysis vai etabs
Hello. Which software did you use for the large sheet in which you had all the drawings, reference, etc?
i am waiting this tyoe of ur video so long matt. thanks for great explaination
My pleasure Sothea!
Hi Mat, I’m from Ecuador. We based our analysis and design in American codes. Do you use a single model to analyze the gravity and seismic system in ETABS? If not, some tips would be useful about using separated analysis. In my country, one single model is generally used which includes all structural elements. RC SMF is the most common system.
It's different from firm to firm and may even differ from project to project. I like to separate the gravity/lateral models for the projects I work on, especially if the buildings are complicated. Combining lateral/gravity into a single model is great if you can get the model working, but sometimes it takes forever to just get the model to work because of complex geometries and meshing, you can end up chasing miscellaneous errors (and wasting firm money) instead of actually engineering. Again, depends on the firm, project complexity, and even software.
Mat Picardal you should make a video about that 👍
In normal special moment frame columns you are able to not the fulfill spacing of s0 outside of the expected plastic hinge location.
In this gravity columns you have to fulfill s0 in the whole span of the column?
So in general your transverse reinforcement will be higher in the gravity columns than in normal columns?
Thank you for sharing your knowledge sir! Keep it coming 👍🏻
Thanks, more to come!
Hey mat
I was wandering if it would be a good idea to go into structural engineering as i soon need to apply for university. I have all the required subjects and show interest in everything to do with structural engineering but i live in south africa and i dont know if there is a good job market for this career
Hi Mat. This video was insightful. Could you please provide a similar algorithm chart for the design of BEAMS as per ACI code as well? Much appreciated. Keep up the good work.
Please make a video disecting the analysis and design process of any building based on the latest structural codes and practices. 🙏 Thank you sir for sharing your knowledge.
Great suggestion!
Very Impressive. Could you please do another video for Concrete shearwall and share your calc ? I am still confusing about when will I need to use end zone reinforcement and when will I don't need end zone reinforcing. thank you.
Yes! That was on my list!
Hello mat, I hope you make video about Design Retrofit FRP with ACI 440-2R-17 😊
Hey Mat, which software did you use to prepare that large presentation sheet in which you have those multiple column drawings. i have been looking for something like that for a long time but couldn't find it.
Doing my structural thesis presentation in a few hours, watching your videos is getting me through the anxiety...
Hi Mat, have you ever considered venturing into Geotechnical engineering field?
Hello thanks for sharing, I've also created a video in my channel about seismic detailing of RC column based from ACI and this video of yours improved some of my knowledge in columns. Thank you so much
Nice work Jan, glad you're also sharing knowledge, our industry needs to do that more!
@@MatPicardal yes, all the love and support to you bro here in the Philippines 🇵🇭 :)
#sharingiscaring
From what I understand, we need to build a model 1st, using our relevant software,applying our calculated load to it. From this analysis we use the displacement over time as our seismic data input for the seismic anslysis?
Mat you are doing great videos with good content for structural engineering,
Can you do a video regarding the following
1. Wind load assignment for a high rise building using FEM
2. About assumptions incorporated with FEM modeling
any chance you can make the same video but for shear walls that are part of the lateral resisting system ?
That's for sure on my list, especially boundary condition detailing.
Hi Mat, when you calculate Mpr do you set phi = 1.0 as well?
When I find Mpr in the PM interaction diagram (using factored axial force Pu), I do use the unreduced curve in the PM interaction diagram. It's mentioned in the exhibit and video as well. This way, it will maximize the Mpr (if you use the reduced curve, your Mpr will be less - unconservative).
Thanks for this informative content
Sir , is there any innovation that can be done in civil engineering industry . I feel that all these existing roles are like routine works like site engineer checks quality , measurements .
Where as structural and transportation engineer has a code book for Everything.
How do you calculate the base moments of internal columns of tall buildings? Do you know where i can learn that? Manual calculations not by softwares.
Which book's snap you used in your video presentation would you please let me know?....TiA
I've punched in my personal email and never received the download. This looks very useful, any chance I can get some help with this?
Sir... what softwares do you use for analysing and design of buildings?
plz reply
Sir, what if 135 degree seismic hook has not been followed in all hoops and stirrups. What will happen?
What do you prefer for designing, Hand Calc’s or Calc’s from softwares like RISA, Staad, Etabs? Also give a reason why you like them.
Hi sir, First thank you for your effort to make such video tutorials. They are very good and helpful to the kind of me Do you have tutorial on how to design a three type of retaining wall? the cantilever retaining wall and the cantilever retaining with counterfort please?
Very nice! Can you make video which programm is popular among civil engener ?
Good stuff, Mat!
Glad you enjoyed it Edward!
Hey Mat
It will be helpful, if u incorporate euro-codes also.
I currently don't have access to those, but I'd imagine the end goal of column design in most codes is the same (column confinement during displacement compatability), with only a few code portions differing.
if the school I want to go to doesn’t have structural engineering as a major but it has civil engineering, how should I go about it to become a structural engineer?
Hi Sir, have been checking my email for your summary sheets and files but I did not receive any email providing a link to your files. I already gotten the masonry files btw. Thanks and more power!
Your the best! Thanks
Hello,
Very good work. Well done. Can we have the pdfs and flow charts that you made them. Thank you in advance.
Hei Mat, cant wait to see you make tutorial about steel structure
Hi Matt. You could try doing on of these for ACI Appendix D (Anchorage to concrete).
Great suggestion!
I am first year student ... And i don't know why i am watching this😂😂
Soon u will be face all of this in seismic design
Stuff to look forward, and what keeps buildings and lives safe!
Full residential building design.
Beam, Column in ETABS
Slab, Foundation in SAFE.
Thanks for the recommendations Saif!
Hey. Would you be having something of similar sort in metric
what software do you use for the building?
Great content my friend!! Greetings from Peru :) !
Thank you Victor! Cheers!
I don't know why but I can't download the summary sheets? the website asks for my email and then never sends the info; is someone having a similar problem?
Thank you for everything
I like torotorial for etab design concret structure.
Thank you
More to come! Thank you!
Hey Mat, at 10:19 you said both hooks have to be 135 degree ones(which makes sense) but I doubt its practicality, workers on site r gonna have hard time placing such hooks.
True, thats why contractors sometimes request to use "serpentine" hoops where they use a bending machine to create multiple bends in a single continuous bar to make a single hoop for easier installation. These are typically approved by engineers for gravity columns, at least in the west coast of the US.
Hello Sir can you make a video on what are courses are important in present situation
I'm planning on going through the classes I've taken in my bachelor's and master's degrees, and go over the ones I recommend and wish I've taken.
Awesome stuff 👍🏻
Thank you! Cheers!
Thanks sir for the info
Always welcome Chriscelle!
Hi Mat! Im going to grad school for structural engineering at UIUC. Do you have suggestions for core courses to take on grad school? Great video!
If you're looking to work in industry and not academia, take all the design courses you can (concrete, wood, steel, etc.), and take any earthquake engineering, non-linear analysis/performance based design, and structural dynamics. FEM might be nice also,.
hi @erwin escotto. how you will join UIUC ? i am also interested for Ph.D over there
Pleaase make videos about building from the begening to last step thank youuu
Cual fue el libro donde se tomó como ejemplo para la hoja de Mathcad. Gracias
Sorry, didn't get all that, but I made a Mathcad video here (Mathcad Express is free after the 30day trial runs out): th-cam.com/video/ArKQMvnZLs4/w-d-xo.html
Thank you ❤
Thanks soo much, please what if was was using Euro Code