Use the process information provided in the following table, when the sequence of flow is $AB($any machine can be used if available$)CD($any machine can be used if avallable$).$

$\backslash$table$[[,\backslash$table$[[$Number of$],[$Units of$],[$Operation$],[$Equipment$]],$Design Capacity $($by equipment$),\backslash$table$[[$Planned$],[$Utilization$],[($overall$)]],],[$A$,1,260$ units per hour,$87\mathrm{.}58,],[$B$,4,110,100,140,90,83\mathrm{.}08,],[$C$,1,270,$units per hour,$65\mathrm{.}08],[$D$,2,160,115,70\mathrm{.}08,]]$

Calculate the maximum $($design$)$ capacity and effective capacity.

Note: Round "Effectlve capaclty" to $2$ decimal places.

$\backslash$table$[[,$Units per hour$],[$a$.$ Maximum capacity,$],[$b$.$ Effective capacity,$]]$