I'm tutoring may daughter and your video is very helpful, want to see same problem with given E and I. Finding dificulty in conversion to meter or mm of deflection. Thanks.
@Gillesania Engineering Videos Sir bakit po ng kunin nyo ang moment at point A kasama ang 18 kN/m uniform load, pero nang kunin niyo po ang moments at points B, C and D di na po kasama ang uniform load? Di ba po at a distance x from points B, C or D ay makikita pa rin ang uniform load? Paki-explain lang po. Thanks po in advance sa reply.
Hello sir. Paano po yung syntax sa calculator when solving for t E/A (for the integration) if the uniform load is only from point A to point D (no UDL at free end)?
I know late pero baka makatulong sa iba. I think kailangan mo i-extend yung varying load sa pt. E then mag established ka ng varying load na opposite sa extended load na parang mag ka-cancel out lang sila. Then same process lang.
Extend mo yung varying load from point D to E (yung gravity load), at the same time, yung inextend mong load, maglagay ka rin sa baba na kaparehas nyang varying load, from D to E rin (load from below D to E)
Thank you sir. Sobrang linaw. Maganda rin ang example. Most scenarios covered.
Grabe! Sobrang linaw ng explanation. Akala ko wala na akong pag asa, ngayon may na enjoy ko na.
Grabe bangis neto. Thank you sir. Mas madali lang pala kapag moment-equation ang gagamitin
Thank you so much po sir! Friendly po sa solution 'yung Moment Equation by Parts
I'm tutoring may daughter and your video is very helpful, want to see same problem with given E and I. Finding dificulty in conversion to meter or mm of deflection. Thanks.
Daghang salamat sir!
Thank you sir for sharing your videos.
Thank you sir, big help
thaank you po😊
THANK YOU PO :)
thank you very much sir
Hello sir! what if there is a Uniformly Varying Load? how do we get its moment equation?
Thank you Sir! 🙏
if the problem includes uniformly varying load? is the equation still (1/2)(load intensity)(x)(momentarm)?
@Gillesania Engineering Videos Sir, in the real world setting, what causes the anti-clockwise moment at point B? Thanks in advance for the reply.
@Gillesania Engineering Videos Sir bakit po ng kunin nyo ang moment at point A kasama ang 18 kN/m uniform load, pero nang kunin niyo po ang moments at points B, C and D di na po kasama ang uniform load? Di ba po at a distance x from points B, C or D ay makikita pa rin ang uniform load? Paki-explain lang po. Thanks po in advance sa reply.
Sir, bakit hindi po included yung 36 KN na concentrated load nung kinuha yung moment diagram by parts sa E?
sir pano ko po makukuha yung slope at d?
Hello sir. Paano po yung syntax sa calculator when solving for t E/A (for the integration) if the uniform load is only from point A to point D (no UDL at free end)?
I know late pero baka makatulong sa iba. I think kailangan mo i-extend yung varying load sa pt. E then mag established ka ng varying load na opposite sa extended load na parang mag ka-cancel out lang sila. Then same process lang.
Extend mo yung varying load from point D to E (yung gravity load), at the same time, yung inextend mong load, maglagay ka rin sa baba na kaparehas nyang varying load, from D to E rin (load from below D to E)