Пікірлер

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  @user-qh6dm8qm3r6 сағат бұрын

  hello sir if the releases are made in truss the srruct ure is shown unstable but if you don't make releases, the structure is shown stable. sir. why is it, sir? could u explain this, please sir?

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  @Civiltimes22105 сағат бұрын

  Hello! When we assume pin-connected joints (releases) in trusses, we simplify the analysis by focusing on axial forces in the members, which is the primary load-resisting mechanism in trusses. A properly designed pin-connected truss can be stable and effectively carry the applied loads, as long as it has adequate support conditions and a suitable arrangement of members to maintain overall equilibrium. And the truss in this example is stable, you may see the deformed shape, but that does not mean unstable.

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  @user-qh6dm8qm3r3 сағат бұрын

  @@Civiltimes2210 but it shown unstable how to do to shown stable sir?

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  @user-qh6dm8qm3r2 сағат бұрын

  also one more eq sir how to check overturning sir?have to know center of mass but it is only one story doesnt have slab. how to define center of mass sir? already define mass source but how to do to shown xcm in warwhouse sir?

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  @abdikaniabshir49793 күн бұрын

  Greetings from Somaliland 🇮🇷, I'm really excited to be connected on your channel tutorial, please keep to speak English for easily to understand and share the documents. Thanks

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  @david_nweke9 күн бұрын

  Good day sir, how do I go about it if I have a hipped roof

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  @NuredinAwol-zh2jf18 күн бұрын

  wow thank you dr.

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  @NuredinAwol-zh2jf18 күн бұрын

  wow thank you dr

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  @anastaha243828 күн бұрын

  Hi sir, if there is steel frame, the top cord is rafter IPE and the bottom cord is RHS, shall we move the bottom cord - RHS- to lower level ? because in reality the IPE - top cord- is connected say by end plate with the column! and thus shall this be reflected on sap?? or shall we keep them as it is in sap - all are center to center- without shifting the bottom cord to down by move command

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  @EdosaTaye-v6rАй бұрын

  Thank you❤

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  @EdosaTaye-v6rАй бұрын

  Thank you

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  @EdosaTaye-v6rАй бұрын

  Thank you

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  @cherrycupcake1246Ай бұрын

  Do we not consider deflection in the long span? If so l/d actual will it be 6000/d?

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  @TolibasEzekielАй бұрын

  This answer is wrong. You must find first the centroid of the whole composite shape in order to find each 'd' for each area moment of inertia. The value of y bar that I computed for that same problem was 29.941 mm. And the area moment of Inertia about the X axis is 914,673.809 mm^4.

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  @Civiltimes2210Ай бұрын

  Recheck your answer. It seems that you are wrong.

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  @TolibasEzekiel5 күн бұрын

  @@Civiltimes2210 After one month, I realized that you are finding the area moment of Inertia 'with respect to the x axis'. You are correct. I was wrong because I thought it was respect with the centroidal axis. Thank you so much for pointing it out. This helped me improve. Mucho Gracias!

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  @Civiltimes22105 күн бұрын

  @@TolibasEzekiel Thank you for your interaction, I really appreciate that.

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  @user-bz4vt9rk8tАй бұрын

  good keep it up!!!

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  @mamijoseph1226Ай бұрын

  Flat slab

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  @NuredinAwol-zh2jf2 ай бұрын

  Please leave all statics chapter in vidio like this ተስፋችን ናቸው we thanks you

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  @mollaberihun91072 ай бұрын

  excel sheet forward argew

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  @chamaleehimasha77043 ай бұрын

  why you used Bs8110 code to take the BSX because this design base on Eurocode 2.

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  @Civiltimes22103 ай бұрын

  Eurocode 2 offers a broad approach to structural design. Still, locally developed tables like those from British Standards can be beneficial when they align with Eurocode's principles. They simplify complex calculations and address specific local needs. Integrating these standards enhances both compliance and practicality in engineering practices.

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  @AsterAlemayehu-pf6hg4 ай бұрын

  Shearforce ina bending 3:39 moment diagram video bitserulin

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  @user-vo4pe8ud9n4 ай бұрын

  What a great lecture.thank you keep it up .

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  @calvoh97154 ай бұрын

  what about the gable? no cladding?

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  @dagiboy2154 ай бұрын

  in MIN & MAX how to come fctm/fck and bd

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  @user-cb7io9cf6m5 ай бұрын

  Best

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  @user-ec8vv9bu1o6 ай бұрын

  how did you get the -(π/16-4/9π)?

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  @user-wg6vu5vy4c6 ай бұрын

  yazagegnin concept new yeteredahut tnx

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  @user-ks9by5xv8n6 ай бұрын

  thank very very much .video betal tekimognal

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  @user-wg6vu5vy4c6 ай бұрын

  thank betam concept lelew sew bedenb yredal eyandandun neger new yegeletsikilin

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  @user-fs9eu3yx4b6 ай бұрын

  thank you for your wonderful explanation

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  @Civiltimes22106 ай бұрын

  You are welcome!

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  @emmanuelasamoah46766 ай бұрын

  Please can I get a link for this handout

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  @fahadcolumbus8886 ай бұрын

  thanks, you are far better than my lecture teacher

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  @user-wg6vu5vy4c6 ай бұрын

  ohh tnx

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  @user-zm5nv8nv6z6 ай бұрын

  I couldn't believe when I found video that is so helpful for engineering students in Ethiopia in Amharic... keep up the good job we need mores like u

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  @Civiltimes22106 ай бұрын

  Thank you. And I will make more videos

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  @apoenzyme80856 ай бұрын

  That was really helpful, enamesegenalen

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  @southjamsha17376 ай бұрын

  Bl poraichee sagol

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  @aymenabbad74806 ай бұрын

  the material steel is not rebar you cant reinforce withe s450 u need to defind you rebar material

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  @Civiltimes22106 ай бұрын

  Thank you for the valuable comment brother. You are right. The material should be a Reinforcement bar, instead of steel.

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  @educationthingy4676 ай бұрын

  greattt. i can understand the thing that i never focus in class

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  @NuruGebyehu6 ай бұрын

  Pls additional video make teacher centroid and moment of inertia based on Merriam

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  @yutihamad67816 ай бұрын

  ohhh finally i get mechanics in Amharic i was tired by indians

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  @kiraboatuhaire52657 ай бұрын

  This has really been a great tutorial, could you please share the architectural drawing you used.

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  @haziq23617 ай бұрын

  Haihhh english please not understand

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  @zaccremeans95907 ай бұрын

  Thank you for this!

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  @ahmedaragaw92507 ай бұрын

  Can you share me excel sheet format and design of slab pdf? Telegram channel please?

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  @zikreabtarekegn58528 ай бұрын

  Nice job but are u sure the answer for sigma x' because -25

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  @zikreabtarekegn58528 ай бұрын

  I think the answer is 69.1

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  @user-zn6xb5ho8f8 ай бұрын

  great i love your teachings. please which software are you using to creat your videos?

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  @hashir.99official9 ай бұрын

  Can someone tell me where the formula of alpha beta comes from???

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  @user-tw8ws8vk8d9 ай бұрын

  Pls prepare how create tempelat for beam ,column ,stair and slab

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  @hafizhp39 ай бұрын

  How bout the additional longitudinal reinforcement due to shear.? can we ignore this sir

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  @user-jy9fy4eh2n9 ай бұрын

  i get in sinelaw is 0.6394

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  @massbeentertainment93529 ай бұрын

  Thank you so much ❤

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  @tutor1210 ай бұрын

  Thank you

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  @solomonkimba10 ай бұрын

  Might most important words, please speak the universal English

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  @haznaismael365111 ай бұрын

  Hello i really don't get the correct answer in theta. The answer is always 0.63 something. What should I do?

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  @Civiltimes221011 ай бұрын

  Simplywrite in your calculator this: Shift+sin(0.63)....this means sin inverse

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  @ryanmccullough483111 ай бұрын

  by doing that it says sin^-1(.63)=.68 what am I doing wrong@@Civiltimes2210

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  @patrick_noah3 ай бұрын

  ​@@Civiltimes2210why did we look for the inverse??? You didn't state why in the video