The triangular block shown is subjected to the loads $P$ = 1600 lb and $F$ = 600 lb. If $AB$ = 8 in. and $BC$ = 6 in., resolve each load into components normal and tangential to $AC$.
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The triangular block shown is subjected to the loads $P$ = 1600 lb and $F$ = 600 lb. If $AB$ = 8 in. and $BC$ = 6 in., resolve each load into components normal and tangential to $AC$.