8/16/2019 Cadre Beton Armat

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Breviar de calcul cladire in cadre de beton armat

Date ale amplasamentuluiLocalitatea: BucurestiClasa de importanta si expunere IIIConditii seismiceag= 0.3 g

Tc= 1.6 sS0, = ! "#mp

Terenul de $undarep con%= 3&0 'as=0 &00000 "#mc

Dimensiuni cladirenr. desc(iderinr. tra%eii( ni%el( su)solga)arit cladire

Caracteristici de re*istenta ale materialelor

)eton C!&#30$cd= 1& "#mmp$ctd 1.1 "#mmpotel 'C$+d= 300 "#mmpotel B 3-$+d= !10 "#mmp

Tip de incarcare notatie/ T2T '/ '/I 'L2C2 gpl 3.-&B T " '2"T2 g)p 1.&I4 L2TI gi*o 0.&42'2 2 gs0, 1.&I"C2/C2/ '2/ S 2L2 gpard 1.&C5I 2L "T2 I" ' / TI I"T /I /I gpint 1.&TIL2 L2 "I L L 'L2"S L I gutil !I"C2/C2/ I" 2TIC gatic !.&I"C2/C2/ I" T "C I2L2 gtencuiala 0.7&

8n 1&.6

'redimensionare elemente structurale

%aloarenormata9 "#mp

8/16/2019 Cadre Beton Armat

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incarcare cu *apada

;1 3.-&1 1.&1 0.&

0.< 0.61 1.&1 1.&

0.< 0.71 !.&1 0.7&

8 d 13.&

%aloare decalcul9 "#mp