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Concentrated dead load $($each$)=1\mathrm{.}0kN$

Imposed action load $($UDL$)=1\mathrm{.}0$kPa

Imposed concentrated load $($each$)=0\mathrm{.}8kN$

The span of the beam is $6,514mm$

The width of the tributary area is $1\mathrm{.}5$

Concentrated dead load $($each$)=1\mathrm{.}0kN$

Imposed action load $($UDL$)=1\mathrm{.}0$kPa

Imposed concentrated load $($each$)=0\mathrm{.}8kN$

The span of the beam is $6,514mm$

The width of the tributary area is $1\mathrm{.}5$ m

${}_{\text{I}}($long term deflection$)=0\mathrm{.}6$ and short term deflection m

long term deflection