Structural theory | Frame Deflection by Virtual Work Method

[@MuhammadAhmad-x2f7s]

sir you made it easy for us, thanks a lot

[@jeanc.semine113]

Good day Engineer thank you sa videos nyo po. God bless 😇

[@SharifulIslam-px2pc]

Thank you a lot sir

[@rjp2992]

what if hinge po both yung support sa a and c, mag ch-change po ba deflection?

[@z.r1999]

Thank uh.. I have a question that we didn't calculate the shear force and moment produce by it

[@cordazzi4497]

Salamat!

[@dalawadummy6763]

Medyo confuse po ako sa 16:40 bakit po naging clockwise yung moment ni Mb?

[@Babymilo49]

Why RBy had to be downward in the beam? though RBy in colum shows downward too? Fix me sir. Thanks for your content

[@benedictolaplanajr.6377]

Good day po. I'm confused po sa conversion factor sa E upon solving for the horizontal deflection. From GPA to N/mm^2 Bakit po *10^3?

[@daybreak406]

Kasi po cinoconvert GPA to MPa(N/mm^2). GPA is 10^6 Pa then MPa is 10^3 Pa

[@jendoe.bernaldez2065]

Correction giga is 10⁹ and mega is 10⁶

[@jendoe.bernaldez2065]

Correction giga is 10⁹ and mega is 10⁶

[@RosettaGR396]

GPa = 1000000000 Pa or 10⁹ Pa MPa = 1000000 Pa or 10⁶ Pa