THE OTHER EXAMPLE WITH 1P AND 2P LOADS, IT IS NOT THE
SAME QUESTION NOR SAME SOLUTION, THANK YOU.
- Please Do Not Answer Using The Other Example With 1p And 2p Loads It Is Not The Same Question Nor Same Solution Thank 1 (99.23 KiB) Viewed 13 times
PLEASE DO NOT ANSWER USING THE OTHER EXAMPLE WITH 1P AND 2P LOADS, IT IS NOT THE SAME QUESTION NOR SAME SOLUTION, THANK
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PLEASE DO NOT ANSWER USING THE OTHER EXAMPLE WITH 1P AND 2P LOADS, IT IS NOT THE SAME QUESTION NOR SAME SOLUTION, THANK
PLEASE DO NOT ANSWER USING
THE OTHER EXAMPLE WITH 1P AND 2P LOADS, IT IS NOT THE
SAME QUESTION NOR SAME SOLUTION, THANK YOU.
The frame shown in Figure below is made of a beam, for which the Plastic moment is Mp. (i) Sketch ALL possible modes of collapse showing clearly the locations of plastic hinges in each mode, (ii) calculate ALL corresponding magnitudes of collapse loads and (iii) finally determine the magnitude of the critical load P which will cause the frame to collapse, comment on the result. Assume L = 5.0 m. 2P 2L 3P L L
THE OTHER EXAMPLE WITH 1P AND 2P LOADS, IT IS NOT THE
SAME QUESTION NOR SAME SOLUTION, THANK YOU.
The frame shown in Figure below is made of a beam, for which the Plastic moment is Mp. (i) Sketch ALL possible modes of collapse showing clearly the locations of plastic hinges in each mode, (ii) calculate ALL corresponding magnitudes of collapse loads and (iii) finally determine the magnitude of the critical load P which will cause the frame to collapse, comment on the result. Assume L = 5.0 m. 2P 2L 3P L L