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Bakit po hindi nag moment yung problem 1?
Kahit po magmoment yun dn makukuha na value since symmetrical yung loading sa beam we can say na same sila ng value at paghahatian nila yjng applied load na nasa gitna
Kahit summation na lang po ng Fy
Dapat 5ft and 3ft yan kasi English unit kasi yung 6000lb
Bakit po hindi nag moment yung problem 1?
Kahit po magmoment yun dn makukuha na value since symmetrical yung loading sa beam we can say na same sila ng value at paghahatian nila yjng applied load na nasa gitna
Kahit summation na lang po ng Fy
Dapat 5ft and 3ft yan kasi English unit kasi yung 6000lb