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@Upendra.Bhattarai
@Upendra.Bhattarai 15 сағат бұрын
Types of structures based on analysis perspective
@MahmoudAEitah
@MahmoudAEitah 2 күн бұрын
Uplift Force resisted by anchors, while pile foundation can resist either compresion force or latral with uplift
@azlishahalibashah
@azlishahalibashah 4 күн бұрын
🎉
@paulbrigham9287
@paulbrigham9287 5 күн бұрын
Very entertaining whilst drinking my morning coffee. No need to brush up on my knowledge just yet 😂
@kennedysikapundwachitimbwa1786
@kennedysikapundwachitimbwa1786 5 күн бұрын
28/30
@danielsmith4583
@danielsmith4583 5 күн бұрын
Lintels can technically be foundation elements too! They can be used as bridging lintels above drainage that runs through strip footings
@PRAGAT2009
@PRAGAT2009 5 күн бұрын
Hello sir, can you show example of fillet weld strength between flange and pipe
@billj5645
@billj5645 6 күн бұрын
Is this a serious quiz? Some of the questions are ambiguous, some of the answers are wrong, some of the terms are not in common use at least not in the U.S. (maybe I'm new, I've only been involved in engineering for 50 years.) "middle third rule"- never heard of it "cut roof" vs "truss roof"- never heard of the term "cut roof" in the U.S. however 2 answers could apply. the specified answer is not always correct, I've seen trusses fabricated on site "effective span" doesn't have a technical meaning, the specified answer has no meaning the answer for prestressed concrete is wrong, or at least is not the best answer. 3 of the answers could be considered correct but "eliminates cracking under service loads" would be more correct for most use "partial safety factors"- never heard of that in the U.S.
@StructuralEngineerCalcs
@StructuralEngineerCalcs 5 күн бұрын
Thank you for your detailed feedback-it’s much appreciated! Here’s a quick response to your points: Middle third rule: A stability principle commonly applied in UK foundation design but perhaps less familiar in the U.S. Cut roof vs. truss roof: "Cut roof" refers to site built roofs, a term widely used in the UK. I’ll clarify this to avoid regional confusion. Effective span: This is a key term in Eurocode design, referring to the span length used in calculations. I’ll make the definition clearer in future quizzes. Prestressed concrete: Reducing tensile stresses for longer spans is a fundamental advantage, though "eliminates cracking under service loads" is also valid. I’ll refine the question to reflect this. Partial safety factors: These are central to Eurocodes, used to account for uncertainties in loads and material strengths, differing from U.S. practices. Thanks again for sharing your thoughts! We’ll continue to make our quizzes both engaging and more globally inclusive while maintaining the professional standards we uphold in practice. 👍
@billj5645
@billj5645 5 күн бұрын
@@StructuralEngineerCalcs OK then about "rule of thirds"- when I took strength of materials classes that was called the "kern" of the section, the same thing you're talking about. If you are making future videos applicable to a lot of different regions you could to check to see what terminology is more universal. When I see people asking about prestressed concrete I like to think of it as a way to limit cracking in concrete and by limiting cracking it counteracts all of the negative behavior of concrete that goes along with cracking- thus prestressing reduces flexural deflection, reduces environmental damage to concrete, and increases shear strength.
@ianb9103
@ianb9103 6 күн бұрын
Glad to have you back! 25/30
@StructuralEngineerCalcs
@StructuralEngineerCalcs 5 күн бұрын
Thanks so much for the warm welcome and for taking the quiz! 25/30 is a solid score-well done!!
@Nudnik1
@Nudnik1 6 күн бұрын
90% Architect 1990 . refresher . Thanks 👍
@StructuralEngineerCalcs
@StructuralEngineerCalcs 5 күн бұрын
You’re welcome! It’s great to hear that this served as a good refresher for you. If there’s anything specific you’d like to revisit or discuss, don’t hesitate to reach out!!
@a.mackinnon6958
@a.mackinnon6958 6 күн бұрын
Nice wee quiz to break the day 27/30
@umarjariri2465
@umarjariri2465 6 күн бұрын
Welcome back Sir 28/30
@StructuralEngineerCalcs
@StructuralEngineerCalcs 5 күн бұрын
Well done on scoring 27/30! That’s fantastic. I’m glad the quiz helped break up your day. If there’s anything you’d like to dive deeper into, just let me know!!
@ITENDSWITHUS-g1t
@ITENDSWITHUS-g1t 6 күн бұрын
Thank you sir
@StructuralEngineerCalcs
@StructuralEngineerCalcs 5 күн бұрын
You're welcome! I'm glad you found the quiz helpful. If you have any questions or need further clarification, feel free to ask!!
@ITENDSWITHUS-g1t
@ITENDSWITHUS-g1t 5 күн бұрын
@ sure sir. Thank you
@EasyDetails-nr6bo
@EasyDetails-nr6bo 6 күн бұрын
…welcome back!
@eagleeye154
@eagleeye154 7 күн бұрын
It would be great if you can please attach excel sheet of these calcs. Thank you
@mahmouadmhmaed9047
@mahmouadmhmaed9047 17 күн бұрын
thk i solve my problem with i moment after seeing the video
@Egys27
@Egys27 23 күн бұрын
Thank you for a interesting video ! Do you have a video which example how to really determine stiffness of the joint ? Or maybe you can share link on the literature about that ? I just want understand depleted this question because that I want to see example how to do correctly analysis of the stiffness
@ACTION.GAMES.
@ACTION.GAMES. Ай бұрын
Why not we use M14 bolt instead of M16? Tension area of M14 bolt is 115 mm^2 which is higher than 109mm^2
@allin2961
@allin2961 Ай бұрын
Man you’re smart as Hell!
@cho4d
@cho4d Ай бұрын
radius of gyration ... heh
@emmanuelmakase3676
@emmanuelmakase3676 Ай бұрын
Well explained thank you
@mohamedtahar224
@mohamedtahar224 Ай бұрын
Thanks for this information
@BeekersSqueakers
@BeekersSqueakers Ай бұрын
Trick question, a bolt shouldn't be subject to a shear load. The friction between members from the clamping force should be what resists shear.
@nikahmad8831
@nikahmad8831 Ай бұрын
HOW 0.33x20kN/m3 x 2.25m = 14.85 kN/m??? why not kN/m2,, you times height meter, it should cancel from m3 to m2, can you explain on this?
@indikasenasinghe4264
@indikasenasinghe4264 Ай бұрын
This is good , thanks for that, Can you share the pdf of above curves for our reference
@claudetaguba
@claudetaguba 2 ай бұрын
Thanks!
@ondrejfridrich7583
@ondrejfridrich7583 2 ай бұрын
Interesting tutorial, thanks for sharing. BTW, if you struggle with designing a steel base plate with anchors in a fully reinforced concrete footing, I recently noticed that IDEA StatiCa can already design both parts. And that includes the actual behavior of the anchors in the concrete pad. kzbin.info/www/bejne/oXPTeYGIiaaFqbs
@Paul-jb7br
@Paul-jb7br 2 ай бұрын
Preload of bolts?
@cooprice0237
@cooprice0237 2 ай бұрын
This is a good example, but that's it. Stop assuming, explain these assumptions.
@KaluChijioke-z2s
@KaluChijioke-z2s 2 ай бұрын
24 meter span with concrete column sizing
@abdullahhabibi8415
@abdullahhabibi8415 2 ай бұрын
thank you very much you are amazing
@dhineshkumar3196
@dhineshkumar3196 2 ай бұрын
i have one doubt why we taking dead load of 1.4 times
@hgimmefit1968
@hgimmefit1968 2 ай бұрын
Amazing, thank you! Is this method based on a specific code/standard?
@Bravo_Ventures_LLC
@Bravo_Ventures_LLC 3 ай бұрын
Just what i suspected after noticing this was going too far in depth and not focusing on the topic of the title. "you can only trust an engineer" is the conclusion of this video. not to merely educate on structural load & load paths, which should only be 2-3 minute video
@anjikuiyalams6417
@anjikuiyalams6417 3 ай бұрын
Which book the plastic modulus chart u using here came from from Sir??
@williamahyoung4504
@williamahyoung4504 3 ай бұрын
Whats the name of the text containing these please
@AbhishekVerma-yx2dv
@AbhishekVerma-yx2dv 3 ай бұрын
please provide simplified video for seismic load combinations
@thislifeoftierra
@thislifeoftierra 3 ай бұрын
FE Manual has P=1/2 x unit weight x Ka x H^2. How come you didn't square the height (2 meters) in this example?
@vinayrb8682
@vinayrb8682 3 ай бұрын
Has h valued already included in 13.2 kN/m which is Pa so Resultant P= 1/2*Pa*h ( here 1/2* base* height where Pa= 0.33*20*2)
@jitenderyadav9403
@jitenderyadav9403 3 ай бұрын
Thanks you very much sir
@Elsa_Jennifer
@Elsa_Jennifer 3 ай бұрын
Thank you for the video
@thornmtsetfwa1155
@thornmtsetfwa1155 3 ай бұрын
I will stick to Russian Code😂 BS is confusing me
@akifmahmood1648
@akifmahmood1648 3 ай бұрын
good explanation for beginners
@JondeClovis
@JondeClovis 3 ай бұрын
Please we will need more videos Sir
@JondeClovis
@JondeClovis 3 ай бұрын
Very helpful sir thank you very much
@nataliajemimahmbewe3764
@nataliajemimahmbewe3764 4 ай бұрын
You have made me understand so clearly my today's Geotechnics class.. Abundant blessings to you.
@be5tw4
@be5tw4 4 ай бұрын
Seems like a very good tutorial, however, I now need to convert kilonutons to lbs and meters to feet...😮
@DilipkA-g7c
@DilipkA-g7c 4 ай бұрын
@osamaragab5858
@osamaragab5858 4 ай бұрын
Delta = L/360 or L/250 ??
@popica2798
@popica2798 4 ай бұрын
Hi . Please tell me what app do you use for video graphics content ?
@kiritmaheta2832
@kiritmaheta2832 4 ай бұрын
Great Video. Much helpful to understand. Please make the video for the design of Gallow Brackets to support Chimney Breast/ stack. Thanks.
@cheezhiyang3936
@cheezhiyang3936 4 ай бұрын
Hi can you please provide examples for steel column to cater bending moment? Thanks