A six$-$span continuous beam of span length $2\mathrm{.}5$ m is subjected to a uniformly distributed dead I a uniformly distributed live load $7$kN$/$m$.$ Using Microstran, determine the maximum moments at the midspan B and at the support $3.$ The beam is made of steel section $610$UB$125=0\mathrm{.}016$ m and I $=0\mathrm{.}000986$ m$*).$ Use $1\mathrm{.}2\backslash$times $($Dead Load$)+1\mathrm{.}7$x$($Live Load$)$ for the load.

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