Structural Theory 1 Shear and Moment Diagram for Frames Prob 2 Part I (PH)

Structural Theory 1
Theory of Structure, Structural Analysis, Analysis of Structure
Chapter 3
3.1 Shear and Moment at Specific Point
3.2 Shear and Moment for Beams
3.3 Shear and Moment for Frames
Credits:
1. Intro Template: • (FREE) 2D Square Intro...
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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[@Christian-rv8fd]

Bakit sabi niyo po sa intro part II is ang gagamtinin yung horizontal dimension which is sa case na to is di na naman need ng cos(theta) kasi given na naman yung horizontal distance eh. Sana masagot po

[@alybldg1653]

sir, hope na magkaroon po yung mga examples sa shear and moment diagram for frames na may inclined force. Thank you po

[@queenschamelaude2671]

baliktad po ata rotation nyo po sa segment AB clockwise po sinulat nyo po

[@elizabethvillalon410]

What if yung arrow na 10kn/m nasa point b, pano po yun

[@kingguiopaguia4912]

sir statically determinate po ba ang given na frame?

[@cebox]

Yes po. If you want to learn how to determine the determinacy of the structure, you may go to this playlist po: kzbin.info/aero/PL5-rj23AEMNie6q3ivo5fc0cI5to3G4-1

[@lezliemarasigan4869]

sir mejo naguluhan ako sa 11:10, positive yung result pero downward yung direction ng Cv

[@cebox]

Hi. Assumption po natin ang direction niya na pababa. Rules po iyon sa Equilibrium COndition, kapag nagassume ka ng direction, and sa solution mo under equilibrium condition na kung saan ang magnitude ay negative, meaning mali ang assumption na direction. Since positive ang magnitude, tama yung assumption na downward siya.

[@toh3674]

W1 is just 15cos(theta)

[@cebox]

May square po yun. Check mo po if magbabalance yung shear and moment diagram mo sa last member gamit po yan. Then balikan mo po ako if tama ka po... (Sorry for the very late reply. Medyo abala sa work and paggawa ng thesis, but still we are hoping na makatulong pa rin ang sagot namin na ito. God bless po!)

[@claritajose.corpuz]

@@cebox bakit naka squared po?

[@dubidubi3088]

Bakit po di sinubtract yung 1m dun sa 5m nung nag Moment po sa E? Thanks po.

[@Christian-rv8fd]

​@@cebox Pero sabi niyo po sa intro part II is ang gagamtinin yung horizontal dimension which is sa case na to is di na naman need ng cos(theta) kasi given na naman yung horizontal distance eh. Sana masagot po

[@Christian-rv8fd]

​@@ceboxedi ibig sabihin po mali po may mali po dun sa concept niyo sa intro part II?

[@kathrinegaylandrin6965]

Sir same lang po ba ito kung pa-inclined din yung load sa magkabila pero isa lang yung Force? ito po same example binigay sa amin

[@kathrinegaylandrin6965]

pero may pin sa gitna.

[@cebox]

Binigay sa ano pong topic?

[@krishiamaevidalbuela4842]

Sir lagi po bang sa right ng member dinodrawing ang shear and moment diagram?

[@cebox]

Right member? (Sorry for the very late reply. Naging abala po sa pagpapaorder ng aming CE Box Merch tinyurl.com/4mvnu6yu and work stuff).

[@patrickobusa1109]

Sir, san po galing yung √13

[@ivyalmario822]

c^2=a^2+b^2 C=√3^2 + 2^2 = √13

[@cebox]

Hypotenuse po. (Sorry for the very late reply. Naging abala po sa pagpapaorder ng aming CE Box Merch tinyurl.com/4mvnu6yu and work stuff).

[@johny9083]

Sir saan po yung table na sinasabi niyo diko po mahanap ?

[@johny9083]

Ang what if yung given load distribution po is vertical yung "w1" po ba is magiging "w1=ws(sine^2®)

[@cebox]

@@johny9083 Andito po sa introduction ng playlist na ito: tinyurl.com/58fa42mj Magintroduction po muna kayo bago po kayo manuod ng mga problem examples po ng CE Box.

[@cebox]

@@johny9083 Yung 2nd question niyo po is nasa introduction rin ng playlist na nasa first comment ko po.

[@johny9083]

@@cebox thanks sir Sir sana po gawa din kayo ng vid about STEEL DESIGN AND RC1&2

[@hi_itsme_roarrr]

sir pano po nakuha yung sqaure root fo 13?

[@cebox]

Phytagorean Theorem po. Sorry for the very late reply as we are too busy doing some work stuff and life. Thank you for understanding and God bless you!