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San ka nagtururo di naman nakikita

Thanks for the video! Why did you not choose a design strength of 155.5 kN at the end due to the shear on bolts being smaller than both the tension member and gusset plate strength?

bat po naging 0.7 yung sa ky at bat na divide sa 2 yung 10k

can you show the calculation for Mn po, hindi po ata 49.1815 knm yan

Ang angas naman to mag turo, sana ganito ung prof namin nung college pa ako 🥹 thanks a lot sir ❤ clear explanation talaga 😮

The AISC specification allows for certain conditions where Tau_b can be taken to 1.0 Ｂut i did not see you use Tau b .. why ?

P=1.4DL

Dr , why we chosed 8/9 exactly ? Not any other number

Thank u po sir. Nakatulong po ng sobra sa midterm exam namin

bakit po 1.32 ang value ng cb

Question lang po, paano ma determine ang possible uniform live load to be added if safe or adequate ang section?

Sir pano po nakuha ang Lr? At ang J po?

Thank you

Hello po. In terms of getting Mny, saan po galing ang 1.6? Thank you

Thank you sir

Thanks

thanjk you sir!

Thanks i was really struggling to learn this

Hello Dear Sir thanks from your papered structure design information that you provided

الحمد للە it was very helpful thanks ❤😊

bakit po naging 240 yung pin load ?

Engr Hindi poh ba yung value natin sa W to get the actual deflection is equals to service (Wdl+Wll+Wbeam=15.457kn/m)?

Engr. meron po ba kayong sample na given ang allowable weld shear stress and solve for P?

Hello sir I think makakatulong kayo sa engineering students when naka create kayo ng playlists

Good day, Sir! I'm taking Principle of Steel Design right now and I find your videos really helpful! Ask ko lang po sir, sa given po is AXIAL SERVICE LOAD yung nakaindicate then sa solution po is yung loads po is naka-factor. May I know po why?

thanks for ticking with English for the most part. Great explanation

ty sir <3

awesome work!

ang galing

Expected ko talaga yung footbridge sa Zamboanga as example 😂 nice one sir😂

Dear sir please Provide English Version video

sir di po ba FLB ang maggogovern na failure?

Sana po makita yung explanation sir😢

ano po gawin sir kung may eccentricity tas end moments? iadd ko lang ba yung moment na maproduce ng axial load tsaka factored load sa end moments?

sir anong section po yan sa nscp?

thank you! ive been looking for this on how to read the alignment charts 😅

Ang 50 palang sa 350 morr than 1 meters na ano pa kaya ang 300 sir

Mapuan po

Thank you so much Sir, of your very clear explanation and illustration. Much knowledge I learned from your UA-cam channel. Stay safe always and God bless…

english please.

Well presented Sir.

its really help me , thanks

Pls make a video on analysis of 3 bay frame with middle bay braced

Excellent and very relevant practical problem we face in construction… accept congratulations for the great video from India 🇮🇳

sir question po, dpo ba ung Solved B should always be equal or greater than the Flange width? kaya sa nasolve pong B is less than Bf iaadopt po ung Bf?

sir correction po sa Web Yielding, 1057.1 KN po ata ung Ru

Dami kong natutunan sir God bless po thanks much!

Sir pano po nakuha yung Mu. Ang nakukuha ko pong Mu =1557.333

Sir di po nakikita yong in explain nyo po 🥺

Basaqay aw xwayaw bmmm baxwa pyawiiii 🥹🥹