Assignment of and beams of th时 DATA hi ftoor =5,5 mi hi-xI toor 3,9 m: l=6m:9k=5,5祭-556=33签 qk=2,5→2,5·6=15 PRELIMINARY DESIGN OF THE BEAMS ACCORDING TO THE ITALIAN CODE Beams c=30 mm is the concrete cover; b=300mm is the width of the beam; h=600mmd600-30=570 mm is the height of the beam; first of all,I evaluate the weight of the beam itself according to the designed dimensions: wm=06m-03m:25°=525兴 Then I evaluate the applied load considering the dead load(in which I consider the weight of the beam as well),and the applied live load: F135·w+9)+15·9=1355,25+33)+15·15=731 Where 1.35 and 1.5 are safety coefficient for dead load and live load respectively. DATA ; ; ; ; . PRELIMINARY DESIGN OF THE BEAMS ACCORDING TO THE ITALIAN CODE Beams is the concrete cover; is the width of the beam; is the height of the beam; first of all, I evaluate the weight of the beam itself according to the designed dimensions: Then I evaluate the applied load considering the dead load (in which I consider the weight of the beam as well), and the applied live load: Where 1.35 and 1.5 are safety coefficient for dead load and live load respectively