Structural Theory 1 Moving Loads Prob 1 Part I (PH)

Structural Theory 1
Theory of Structure, Structural Analysis, Analysis of Structure
Chapter 4 Moving Loads
4.1 Single Moving Load
4.2 Two Moving Loads
4.3 Three Moving Loads
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2. Music:
2.1 Driven to Succes by Scott Holmes, Source: www.freemusicar...
2.2 Instrumental (Guitar) by Carl Ernest Tayag, check his channel: / @ninja35ful
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[@herdieamojr2437]

Hi po engineer. Salamat dahil may ganito kang mga video. Mas na intindihan ko mga lesson namin dahil dito lalo na ngayon na mahirap sa online. Kaya salamat po.

[@herdieamojr2437]

Salamat po.

[@invisibleguy3782]

thank you sir..

[@cebox]

You're vey welcome! Hoping na makatulong kami sa study/review ninyo and also we are hoping na maishare mo ang videos/playlist and even our channel to your friends, classmates, and schoolmates. This can help us reach and help more students/reviewees/professionals like you! Thank you and God bless you po sa review! 😌😇

[@vincentrodnnybumanglag8261]

Thank you so much Sir!

[@cebox]

Thank you very much po sa appreciation sa CE Box. God bless po! 😇 (Sorry for the very, very late reply as CE Box is very busy with his Master's Degree, Accreditation, Work Stuff, and Life. Thank you for understanding. Keep in touch with CE Box as we plan to do more video tutorials.)

[@gnidnoeled786]

Kung mag-experiment po tayo, paano po gagawin kung using influence line to get the same value from the method you did use?

[@cebox]

If saan natin nakuha yung maximum moment at shear natin using the concept of moving loads, then dun ka kuha ng influence line for the shear and moment. Then same ang magiging answer nun, engr.

[@JohnMichaelAgron]

May isa pang way para makuha x sir dba pwede pong gamiting yung "Ps(d)/Ps+Pb" "Pd(d)/Ps+Pb" kung saan ang Ps ay yung smaller load tsaka yung Pb is yung bigger load

[@cebox]

Varignon's Theorem po yan. Same lang sa ginawa namin po yan. Yan po yun mismo. That Ps + Pb is the resultant, R. (𝗦𝗼𝗿𝗿𝘆 𝗳𝗼𝗿 𝘁𝗵𝗲 𝘃𝗲𝗿𝘆 𝗹𝗮𝘁𝗲 𝗿𝗲𝗽𝗹𝘆. 𝗪𝗲'𝗿𝗲 𝗷𝘂𝘀𝘁 𝗯𝘂𝘀𝘆 𝘁𝗵𝗲𝘀𝗲 𝗽𝗮𝘀𝘁 𝗳𝗲𝘄 𝗺𝗼𝗻𝘁𝗵𝘀 𝗶𝗻 𝗼𝘂𝗿 𝗽𝘂𝗯𝗹𝗶𝗰𝗮𝘁𝗶𝗼𝗻 𝘀𝗮 𝗠𝗮𝘀𝘁𝗲𝗿𝗮𝗹, 𝘀𝗮 𝗧𝗵𝗲𝘀𝗶𝘀, 𝘄𝗼𝗿𝗸 𝘀𝘁𝘂𝗳𝗳, 𝗮𝗻𝗱 𝗹𝗶𝗳𝗲. 𝗛𝗼𝗽𝗲 𝗻𝗮 𝗻𝗮𝗸𝗮𝘁𝘂𝗹𝗼𝗻𝗴 𝗮𝗻𝗴 𝗖𝗘 𝗕𝗼𝘅 𝘀𝗮 𝗶𝗻𝘆𝗼𝗻𝗴 𝗽𝗮𝗴𝗮𝗮𝗿𝗮𝗹. 𝗧𝗵𝗮𝗻𝗸 𝘆𝗼𝘂 𝗮𝗻𝗱 𝗚𝗼𝗱 𝗯𝗹𝗲𝘀𝘀!)

[@2Ez4Scythe]

goodday sir, ask ko lang po bakit po sa pagcompute ng M1 , bakit RA na 34.25kN lang po yung naconsider hindi kasama yung RB at 70 kN? salamat po

[@cebox]

Nagmoment po tayo at specific point, which is point 1, then we take the left section of that point. If you want to clarify and understand about shear and moment at specific point, you may go thru this link: kzbin.info/aero/PL5-rj23AEMNjDBJ8--0M_uKLetp28EIjb May introduction and examples po kami diyan about shear and moment at specific point. (Sorry for the very, very late reply as CE Box is very busy with his Master's Degree, Accreditation, Work Stuff, and Life. Thank you for understanding. Keep in touch with CE Box as we plan to do more video tutorials.)

[@lalasings_1]

akala ko po icoconsider natin yung bigger load? dapat yung 70 kn tas yung 100 kn ang igitna po?

[@alyssadawnalindogan1487]

Yun din ang alam ko 😭 sinolve ko yung 70kN and mas mataas sya sa value ng nakuha ni engr. na max. moment kuno ibig sabihin mali ito as max. moment? I'm so confused

[@henryjamesangana4824]

May Influence Lines Discussion po ba kayo??

[@cebox]

Chapter 5 pa po iyon e.

[@henryjamesangana4824]

@@cebox okay po, wait lang po ako sa chaoter 5 😊