Відео

anong type po ng compound 'yan sir?

neer how do u solve this problem? my prof used this but didnt give an angle of intersection but instead degree of curvature which is 5 and that pc is 2+540.26

ano po reference book niyo?

Keep going ❤❤❤❤

Bakit po hindi na minultiply ang stifness ng span sa outermost hinge ng 3/4?

Good day po sir, paano po kapag fixed po both supports? Isasama po ba yung moment sa cutted portion? Diba po malalaman pag tama yung equation kapag ni-substitute yung value ng length ng span sa x sa moment equation ay magiging zero? Applicable po ba yun kapag both fixed? Thank you po.

New subs here sir, may I ask what if the given force at the joint is inclined, then the it is necessariy follows 1 kN unit is projected inclined sir? Thank you.

hello sir, maapply ba sa tanan ang equation of moment for deviation? ang akoang deviation man gd gamit ang equation of moment by parts ka lahi compare sainyoha. Scical akong gigamit tong integral. Salamat daan sa tubag

Holyyy Mas na intindihan kita kayaa Sa Professor ko No shocks Thanks Man

I failed to clarify it here but there are actually two possible values for the unknown angle. There is an obtuse angle value and an acute angle value. However, in the reference I used, the choices could only be obtained by using the obtuse angle. I found another reference, though, that used the acute angle.

pwede po ba kayo gumawa ng triangle sa beam na VWM method hehe ty

Detalyadong detalyado po sir. Maraming Salamat po Engineer!

sobrang angass🥹🥹🥹🥹

maraming salamat sir! napakalinaw!!!

sir if active paka, mag ask unta ko ba. what if missing ang mga P tas ang mga reaction. butang nako inani na problem: In the overhang beam shown, determine the load "P" so that the shear in each support and at the midspan is equal to zero. nya ang given kay P1 = 1m to left roller, roller to hinge = 6m, P2 = 1m to right hinge, dayon ang UDL is equal to = 20Kn/m

Nag momodified lang po ba ng Stiffness when pin/roller nasa both ends

Good day po sir, paano po gagawin kapag may uniformly distributed load tapos may point load din po sa overhang part? Same lang po ba sa ginawa sa 20kN? Thank you po.

Hello po, di ko gets yung mag input ng 3 sa calculator for finding the location of the maximum deflection. like dapat ba talaga 3? or pwede ibang values? pero if ibang values iinput ko iiba kasi yung result. Correct me if I'm wrong pero is it 3 because half siya sa distance ng beam AB? which is doon pinakamalapit yung possible value ng x na zero shear siya? Thank you!

bisaya

Mas maka gets ko ani

pano ma-determine if concave upward or downward ang moment sa spandrel sa MDBP?

What is the name of the textbook?

Sir morning thank uu poo ...dahil sa ved NYU na absorb ko Ang reason kung bakit ganto ganyan nag influence diagram if kung saan² I position Ang unit load🥹

Correction po sa formula sa fixed end moment with applied moment: the right end moment must be Ma/L^2(2b-a)... not (b-2a)

sorry mga kapitbhay 😅

Salamat bisdak neer

thanks for the video really useful

engineer, can i request po a video about this method for non prismatic beams? im still mastering this method po for all types of beams eh for quiz bee po. thank you, sir

meron po kayo tagalog discussion nito po? huuhu

حمار

pwede po gawa kayo tagalog discussion sir.Thank youu

Life Savior ka LODS ❤❤❤

Soo incredible demonstration of concept and principle

saan po nanggaling yung pi/180

Sobrang tamag mo magsalita putangina ka

Anong book reference po ninyo dito? Thank you for your videos po it help us a lot po.

goodevening sir, gemuya diay ni sir, mag meet ta ugma sir?

pag double overhang beam po ba magiging fixed yung dalwang free end at dalawa na yung internal hinge sa pag convert sa conjugate beam?

thank you hehe, galing nyo po sir

Pwede mag request sir, steel naman po. Salamat po!

Solid sir. Alternate shortcut solution.

Wala bang slow motion sa discussion parang Ang bilis

what is the name of the application?

what app is this

tanong lang lods, paano mo to nagamit sa pc?

anong book ref nyo po dyan sa problem na yan?

The top left slab is actually a two-way slab with triangular and trapezoidal loadings.. whereas panel CDGH is a two way slab consisting of 4 triangles

Some of the slabs here are actuallt two-way slabs but were analyzed accordingly since most items sa CC2 subject assume one-way slab.. If you want to learn more about tributary areas, there is a chapter within this discussion covering one-way and two-way slabs ua-cam.com/video/g_MRV5XEHQ4/v-deo.htmlsi=0-vGFqB8wuv_Q4Eo

Sir bakit po naka one-way lahat analysis nyo po sa tributary?

good day sir, ingons Brian Luar unsa daw nga book imo reference?