Structural Theory | Three Moment Equation Part 2 of 3

[@venkatreddypolapally2142]

It is a standard problem and excellent presentation. I am very much happy by going through an interesting example. Thank you

[@GarlickMint]

6:28 Is it possible to receive a link for the whole document that you used for the types of loading ?

[@elmerhablo]

Is this method required for 4 Supports but 2 are Symmetrical? Like Ay and Dy are equal and By and Cy

[@juniferlacsaya1]

Thank you...

[@peraltacrisantocarloszoilo7356]

Very Nice, Can You help in ONE EXCERSICE? Please

[@altongtv9839]

What if sir may hinge support sa center? Pano po yun hindi na mag equal to zero?

[@AlyssaEspiritu-vh7xd]

Hi Engr. iba po ang Mb at Mc ko, I used elimination method: eq1: 24Mb + 12 Mc = -66260 eq2: 12Mb + 48Mc = -46300 Mb = -2604.0476 kn/m , Mc= -313.571 kn/m san po nagkaiba?

[@sethyvansumampong5312]

48Mb sa eq 1

[@mikemaps94]

Thanks good explanation ,can you please also make a video were there support settlement is included

[@pjwone2088]

May answers po kayo ng reaction forces? para malaman ko if tama tong sagot ko

[@MATZ24]

Labyu sir!

[@lorenzorommeljay7112]

Sana may vid pano nakuha reactions neto diko kasi makuha kapag nagshear ako hindi nagzezero😢

[@jaydaryllmartinezmesiano4187]

mali ata yung ginamit na formula sa 2mc(Ll + Lr)

[@jaysonacupan7138]

thanks engr. pa accept po sa fb hahahha

[@n0rth_219]

22:18 shoul be -46200 not -46300

[@wadakesete5406]

hey please! show your work step by step now how can we know the redundent number and how we solve i want to say if you show the degree of indeterminance its good.

[@engrjayc]

You can watch part 1 of this topiv