RCD | Analysis | Singly reinforced T-Beams

[@foureyesue]

Sir what if N.A. lies outside the flange?

[@jherickconzaga154]

Sir pano po kunin value ng hf po pag hindi given may ginagamit po ba na formula or may default value po sa codes?

[@csereviewtambayan3113]

Thank you sir. Sana columns naman ang susunod :D

[@EngrDeLaCruz]

Thank you for watching! Please check upcoming tutorials :)

[@IzavelleGaza-ww7jn]

Sir I hope you still respond, 'yung Cf and Cw po ba, hindi po ba siya pwede palitan ng T=Asfy? Medyo confused po kasi ako when to use T and C since diba same lang po sila ng value.

[@markjandeedizon4575]

Sir yung value ng Mn, natypo error ka ata? the second situation

[@EngrDeLaCruz]

Paki double check nalang po, but same analysis and procedure lang.

[@viralcat-w4x]

Tama typo talaga dapat Mn = 1608

[@parengtroy5663]

Oo nga sir dapat 1608

[@shairaaribal1]

wow

[@leadellbaudillo7403]

Sir tanong lang po, ano po pagkakaiba ng solution ng Design of T-beams and Analysis of T-beams? Maraming salamat po.

[@EngrDeLaCruz]

Design-given loads and and design the rebars Analysis-given dimension and rebars and calculate the capacity

[@leadellbaudillo7403]

@@EngrDeLaCruz thank you po engr!

[@ryzenfurry413]

Mali sir mn

[@jolotuastomban4466]

GOOD EVENING SIR, patolong po dkopo makuha ang Mn

[@jolotuastomban4466]

i mean pano mo po nakuha ang 1459.3 KN.m??

[@jolotuastomban4466]

result sakin po is 1,608,307,326.27 huhu

[@jolotuastomban4466]

1608.3 KN.m lang po hehe

[@kh4nn123]

@@jolotuastomban4466 same po tayo kuya 1608.333

[@stevethesteve2007]

My typo erroe ata yan, 1.608E^9 yung sakin