A multistory concrete building is being constructed using two levels of shores and forms and two levels of reshores. Construction has been completed through Level $8$ as shown in the figure. An analysis has been made to the step shown using the assumption that the shores and reshores are infinitely stiff, the slabs have equal stiffness, and the reshores are initially installed snug tight. Actual $($or unfactored$)$ loads and forces are expressed as a multiple of the typical floor dead load, D$.$ The forms and shores combined weigh $0\mathrm{.}10$ D at each level installed, and the reshores weigh $0\mathrm{.}05$ D at each level installed. At the end of the previous operation shown, there is no worker live load. In the next operation, the forms and shores between Levels $6$ and $7$ are stripped, flown upward, and shored on top of Level $8$ for re$-$erection. The load of workers imposed on Levels $6$ and $8$ during this next operation is $0\mathrm{.}40$ D on each. The reshores will be moved from between Levels $4$ and $5$ to between Levels $6$ and $7$ in the future operation.

As the operation to move the forms and shores from between Levels $6$ and $7$ to Level $8$ is ending, but while the workers are still on the floor at Level $8,$ the load $($D$)$ carried by the floor at Level $7$ is $q,$

Enter your response in the blank.

$\backslash$table$[[\backslash$table$[[$Shore$],[$Loads$],[$Before$],[$Siep$]],$Loads Carried by Floors in Multiples of D$,\backslash$table$[[$Shore$],[$Loads$],[$After$],[$Step$]]],[\backslash$table$[[$Before$],[$Step$]],$Change During Step,$\backslash$table$[[$After$],[$Step$]]],[0\mathrm{.}00D,,],[1\mathrm{.}10$ D$,0\mathrm{.}70$ D$,,,],[1\mathrm{.}50$ D$,1\mathrm{.}90$ D$,,,],[0\mathrm{.}65$ D$,1\mathrm{.}25$ D$,,,],[0\mathrm{.}45$ D$,,,],[1\mathrm{.}45$ D$,,,],[,2,,],[,,,,]]$