Thank you so much po sir. How about getting the Critical factored moment of 3 span beam sir? for instance in support B the moments are the the exterior face of the first interior support or the WL^2/10 and the "face of other supports" or the WL^2/10. How to get the maximum negative moment for that support po sir? Thank you po
Very helpful para sa mga kagaya kung hindi afford mag RC. Thankyou very much sir. Lagyan mo ng adds para nakaka bawi kami sayo kahit papano. ❤️
Thank you and God bless future Engr! 🙏
THANK YOU SO MUCH SIR FOR THIS VIDEO. VERY CLEAR💯
Engr. Pwede po magrequest ? Doon po sa PSAD November 2019. May problem kasi doon na ganito din gamit pag solve po. Thank you in advance 😊
add ko lang po, Ln at negative moment is the average of adjacent clear span lengths just so happen na equal lang yung adj. spans. 🙏
Daghang salamat sir! Usa kos mga studyante nimo ron sir hehe
Same engr. Haha.
Thank you so much sir! Big help para sa boards
Thank you so much po sir. How about getting the Critical factored moment of 3 span beam sir? for instance in support B the moments are the the exterior face of the first interior support or the WL^2/10 and the "face of other supports" or the WL^2/10. How to get the maximum negative moment for that support po sir? Thank you po
Thank you so very much. You are a great teacher
Thank you!
Thank you !
Paano po pag cantilever?
very helpful!! Thank you so much
Thank you for watching! Please check upcoming tutorials! :)
Pano po if iba-iba Wu at may Point load pa? Separate solution for concentrated load moment saka iaadd sa moment Ng Wu?
Hey! Can we use substitute frame method for point loads from secondary beams?
so helpful, thanks!!!
Thank you sir😘
Welcome! Keep watching! Thank you as well!
Sir pa request. Statics of rigid bodies. Truss analysis
Yes try natin soon. Thank you
Thanks Sir😊
Thank you Sir 😊