Grabe I have no words, sobrang galing ni Engr. na gets ko kagad whereas my other class about this kahit ilang ulit ko panuorin yung recorded meeting ang hirap nya idigest. Will totally share this to my classmates and encourage them to subscribe!
Salamat po sir, very precise ang pag teach nyu. Sa wakas nakahanap na din ako ng magtuturo sa akin ngayung buong sem ng structural theory. Hope na ma complete mo lahat coverage para sa structural at fluids po if possible. Thank youuu po.
Sir akala ko po ba pag internal hinge is equal to 1 tapos pag internal support is equal to 2? Bakit po naging 4 ung value nung internal hinge sa letter c (3rd example)? 19:56
i think ginagamit ni sir yung alternative approach, method for internally unstable structures in which internal roller is 1 and internal hinge is 2. for equations of condition yata yung internal hinge=1, internal roller=2. we’ll arrive at the same answer naman if we compare both methods side by side. source is aslam kassimali structural analysis book.
