$\backslash$table$[[$Formwork unit weight, kg$/$m$2,$sheathing thickness, mm$,\backslash$table$[[$joist$],[$nominal$],[$size$,],[$width$,],[$in$]],\backslash$table$[[$joist$],[$nominal$],[$size$,],[$depth$,$ in$]],$stringer nominal size, width, in$,\backslash$table$[[$stringer nominal$],[$size$,],[$depth$,$ in$]],$shore strength, kN$],[$fl$,$st$,$jb$,$jd$,$sb$,$sd$,$css$],[23,25\mathrm{.}4,4,8,8,16,25]]$

Design a formwork $($sheathing$,$ joists, stringers, and shores$)$ for a concrete slab. Find the following information:

Design load

Joist spacing

Stringer spacing

Shore spacing

$($note$,$ the values in brackets $[$x$]$ are found in the table below$)$

Given the following information:

Concrete and equipment:

a$.$ Concrete density $=2,400k\frac{g}{m^3}$

b$.$ Slab thickness $=300mm$

c$.$ Formwork load $=[$fl$]$

d$.$ Live load $=2\mathrm{.}5$kPa

Sheathing:

a$.$ Material: plywood, class I, face grain across supports

b$.$ Thickness $=[$st$]$

Joists:

a$.$ Material: Douglas fir

b$.$ Nominal size $=[jb][jd]$

Stringers:

a$.$ Material: Douglas fir

b$.$ Nominal size $=[$sb$][sd]$

Shores:

a$.$ Commercial, strength $=[css]$

Please answer the my home work it's so important for me thank you so much