Shear and Moment Diagram (Area Method) Simply supported beam with triangular loading

[@engrpogs]

Height of Area 5 =30

[@gnidnoeled786]

Yes.

[@gnidnoeled786]

If the load is decreasing negative, are the shear and moment diagrams be drawn concave upward?

[@engrst]

thank you, engr. !!

[@receeva9985]

3.80(60)= 228 ang ans? Bat naging 114 po? Baka 3.80(30) to make 114 po sir? Thank you po. Nalito lng po.

[@ngsbsad5502]

Yung sa x, 30(9-x)=60(x), 3 talaga yung x ko HAHAHA pero hindi ko ma zero yung moment

[@bairohaimamastura3928]

Applicable po ba to sa trapezoids?? :((

[@kenjohnmac4841]

baket po hindi pwede ideretso 1/3bh yung A2? Diba po spandrel pa din Siya, thank you

[@lazuli9381]

Yan din tanong ko sa sarili at first then I realized di na siya spandrel kasi malalaman na spandrel pag yung area niya iplus sa semiparabola kay maging rectangle. Kaso diba 1/3bh ang spandrel then 2/3bh and semiparabola then if combined edi bh which is rectangle. Pero yyng A2 hindi ganun eh. Sorry magulo explanation hahaha

[@Jayzee1123]

Thanks neer gets po

[@treb7080]

For A2, why not just make it A3-30(9)+A1?

[@engrpogs]

pwede nmn po

[@treb7080]

@@engrpogs okie po hehehe

[@crisemmanuelesposa9025]

Sir, saan Po makikita ang discussion patungkol sa DI DI diagram?

[@engrpogs]

hello nakaintigrate na po sya sa video and sa ibang sample problem ko po

[@padawananneshirley9481]

bat po naging 30 kn yung Ra

[@engrpogs]

d na ipinakita eh try to watch other vid here sa playlist ko sa pagdetermine ng reaction po

[@manuelanthony6438]

Sir correct me If I'm wrong kasi I'm still learning po. Diba ang height ng A5 is hindi 60 kundi 30? bakit 60? salamat po.

[@engrpogs]

yeas thanks its 30 . tama naman ung answer namali nalang during recording sorry

[@manuelanthony6438]

@@engrpogs walang anuman poooo students rin kasi ako and sometimes it really is confusing po. thanks for this tutorial!

[@muhammadjalal8036]

Plz speak in English