INTRODUCTION TO FLEXURAL ANALYSIS OF BEAMS and UNCRACKED CONCRETE STAGE | REINFORCED CONCRETE DESIGN

[@annaloudia2641]

Huhu thank you po sir, ang funny po ng mga “mygad” at “ang hirap naman nito no” pero ang dami ko pong natutunan ❤

[@anthonybenitez673]

maraming salamat sir Mars. di mo ako estudyante pero dami kong natututunan sa'yo! God bless

[@johnllasaf2095]

Absent ko last week kay ming attend ug sinulog. Maayo ra jud nga naa ka sir kay na behind na ko sa mga oast lectures. Thank youu.

[@albashersahibuddin790]

Sinusubay bayan ko sir ang mga lectures mo , laking tulong akin salamat sir maganda pa ang pagkaka explain mo naiintindihan ko talaga thank you very much sir 😍😍

[@lecturesnisirmars]

Nakaka-flattered. Salamat po.:) heheh

[@mraven_merto]

hello Sir, do u have reference book po ba na ginagamit?

[@rhandolfryanbucol3925]

Thank you sa mga vid mo Sir, request po Sir steel po

[@elaine2851]

Sir, ano pong reference ang ginamit niyo for this lecture? Yung title, author, and edition po sana para magamit din po for advance reading. Thank you so much po.

[@nabongs7735]

deflection po ba ito? since may Ie?

[@michsantos4786]

Hello sir, ask ko lang po bakit nagkaroon ng Ad^2 yung formula po ng Ig?

[@lecturesnisirmars]

Transfer Formula for Moment of Inertia bale yun. Bale mag aadd ng Ad^2 kung ang kukunin na Ig is NOT about its centroidal axis.

[@michsantos4786]

@@lecturesnisirmars ohhh okay poo. Thank you so much!! Sobrang easy po maintindihan ng lectures niyo ❤

[@lecturesnisirmars]

@@michsantos4786 salamaaat Mich.:)

[@jasminewatsons4509]

sir ano po indications kung uncracked or cracked po yung concrete sa mga problems?

[@lecturesnisirmars]

Hi Jasmine. One indication is if the actual bending moment given in the problem is less than the cracking moment, that is uncracked. Otherwise, cracked na yun

[@jasminewatsons4509]

@@lecturesnisirmars thankyou sir napaka helpful ng video mo. ask ko lang sir if pwede ba makahingi ng copy sa lecture mo

[@lecturesnisirmars]

@@jasminewatsons4509 pwede. Message ka po sa fb page ko.:)

[@jasminewatsons4509]

yes sir done na po

[@MohammadYassinMPaca]

Thank you po Sir. Baka pwedde po makahingi ng file po. God bless po

[@nerden5471]

thank yoou 💛

[@lecturesnisirmars]

Thank you din. Pa-subscribe po.

[@racelizardo1065]

May I know your reference sir?

[@lecturesnisirmars]

Hi. Medyo madami akong ginamit na references. All are internationally authored.

[@jaelaurencepostor786]

thank you for this vid sir, it really help ☺️ pahingi nga dn po soft copy if pde 😅 thank you in advance po 😁

[@lecturesnisirmars]

Thanks sa support. Email nlang po

[@kengineerstv9956]

thank you sir for the lecture, sir baka pwede din po makahingi ng file nito? thank you, God bless po :)

[@lecturesnisirmars]

Hi. Yes. Please email me.

[@lecturesnisirmars]

Or message me in my fb page

[@anra2522]

sir mars may tanong lang po ako.
may 3 stages po tayo ng flexural analysis
1. Uncracked Concrete Stage
2. Concrete Cracked - Elastic Stresses Stage
3. Ultimate Strength Stage (Beam Failure)
ano po relation nya sa
asd (Allowable stress design), LRFD (Load and Resistance Factor Design), USD (Ultimate stress design)
Thanks po sir mars.

[@lecturesnisirmars]

Hi. Ang Working Stress Design (WSD) and Ultimate Strength Design (USD) ay parehong mga Design Methods. Sila ay mga pamamaraan ng pagdedesign at analysis. Yung 3 stages na sinabi mo ay mga stages na pagdadaanan ng beam bago sya mag-fail.

[@anra2522]

Thanks po sir mars!😀@@lecturesnisirmars

[@maryclaremanghi6452]

Hello po Sir...baka may soft copy pa kayo nito Sir...pwede pong pa send...Matsala😊

[@lecturesnisirmars]

Powerpoint file? Sure. I.email mo po ako at [e-mail]

[@maryclaremanghi6452]

Aww thank you Sir ng marami...message ako sa Email niyo po Sir...Salamat ng marami❤