your discussion really helps me to review na ngayon nasa online class na. very informative . Thank you Engr.!!!

More videos idol Engineer, ang galing nyo po magturo, sobra 💪💯

Salamat sir napaka linaw ng paliwanag 🤙

Thank you Sir very informative. Thanks

Salamat sir, super useful sa klase ko

galing mo magturo sir! thank youuu

Thank you sir God Bless po

Ang neat Ng board. kaka inspire mag study

Thank you Engineer

Thank you engr.

Even I don't understand the language, I got the concept❤

Very nice engr. Sana madagdagan pa video discussion mo sa Concrete Design

MARAMING SALAMAT LODS

ang galing, malinaw, sana matapos nyo na ang RCD po sir. !

Sobrang linaw yung pagkakadiscuss. Thank You Po Sir!!!!

@CivilEngineerMachan

4 жыл бұрын

I hope you learned something! Thank you rin :)

Galing ng pagtuturo sir nakakatulong talaga malainaw yong pagtuturo.. pero pwede kayang mas malinaw yong white board sir mejo malayo po kasi sa camera mejo malabo po.. Thank you sir and God Bless.. Theory din sana sir, one way and two way slab at foundation po.

Galing mo engr.

New subscriber❤️

Sir engineer ang galing niyo magexplain paenroll naman po sa future review center nyo jk HAHAH

thnks sir

Pacontent naman engr. ng theory of structures. Salamat more power

Sir pwede ka din bang gumawa ng video about design ng two way slab. Thank you sir.

Sir naman, bat ngayon ko lang napanood vids. mo haha

good video quality and illustration on the whiteboard but please add English subtitle :( it makes it easier to understand. Thank you.

Sir paano pag hindi na state sa problem kung neglect the displace concrete ano pong gagamitin mong formula

Bakit f's=fy , pareho lang ba yung yield strength ng bakal sa tension at yield strength nito sa compression?

good day sir! pag hindi po matapos ang buhos sa beam, saan po dapat huminto?

paano po pag 2001 ang code ano po difference

Sir pano po magsolve ng Serviceability na may Doubly Reinforced Beam po?

Sir san po nabibili yung shirt niyo na nocturnal?

Please sir help me . Solve please sir . Que:- A reinforced concrete beam of size 300 × 600 mm with 25 mm effective cover has been cast using M 25 grade of concrete and Fe 415 grade of steel. It is reinforced with 5-20 mm diameter bar at bottom. The beam carries uniformly distributed service load 15 kN/m over a span of 7.5 m. Using limit state method determine the distance where (i) 2-bars and (ii) 3-bars can be bent from the consideration of flexure, anchorage and bond. Show the details with the help of figure.

IRREGULAR SHAPE NAMAN SIR, THANKYOU!

Sir how about kapag nscp 2015 naman? Kasi yun po ang gagamitin this Nov 2020 CEBE

@CivilEngineerMachan

4 жыл бұрын

Hello, try ko humanap ng sample problem na 2015 ang ginagamit. :)

shear design po plsssss.. salamat ng marami lodi

Sir column ,slab ,and footing design namn hahaha 🤭😅

If additional reinforcing bars are placed only in the compression side of a reinforced concrete beam, will they add significantly to the beam's flexural strength?

@louiesua9595

Жыл бұрын

Yes the design moment will increase.

@johnllasaf2095

Жыл бұрын

It will, ofc

@mr.d3916

Жыл бұрын

It depends on the degree of ductility of the beam. When the beam section is super ductile, the compression bars will not have a significant effect on the flexural strength of the beam; in fact its effect is negligible. However when the section of the beam is near to the max ductility limit, the compression bar will give significant increase on the flexural strength.

HAHAAHAHAHAHA saw the meme, stayed for doubly kasi hirap sa concrete design

Lods sana mapansin mo. Tanung ko lang po. Anu po yung gagawin kapag yung reduction factor is magkaiba. kung kukunin siya interms of strain compare sa interms of fs or fy. Magkaiba po value

@CivilEngineerMachan

3 жыл бұрын

Parehas lang yun kasi strain=stress/E. Where E is constant naman for steel. Tsaka fs lang ung tinitignan (actual stress experienced by steel) and hindi ung fy (yield strength of the material). Hope this helps! Thank you for your question

@comic.chronicle.s

3 жыл бұрын

@@CivilEngineerMachan Salamat po Engr.

you know you are hot right>>?

Engineer Pile Caps naman🤍