CALCUL FUNDATIE - TOTEM PUBLICITAR

N= 200 kNm T= 7 kN M= 56 kN pconv= 250 kPa

L= 2.5 m B= 2.5 m H= 0.5 m hc= 0.5 m lc= bc= 1.1 m

L x B > 1.2 x N / pconv 2.5 x 2.5 > 1.2 x 200 / 250 6.25 > 0.96

Verificarea Presiunilor

p1= 200

2.5 𝑥 2.5+

56+7(0.5+0.5)

2.5 𝑥 2.52/6 = 56.2 < 250 = pconv

p2= 200

2.5 𝑥 2.5−

56+7(0.5+0.5)

2.5 𝑥 2.52/6 = 7.8 > 0

Armare

Coeficient de armare ρmin= 0.075%

As= 𝜋 𝐷2

4 x 15buc= 2309 A= 2500 x 500 = 1.25 x 106

Ρ= 100 𝐴𝑠

𝐴 = 0.185% > 0.075% = ρmin

Diametru minim Ømin = 10mm

Ø = 14mm > 10mm = Ømin

Distanta inre armaturi Smax= 250mm Smin= 100mm

S= 2500/14= 178.6mm < 250mm = Smax

>100mm = Smin

Intocmit Ing. ADRIAN DUMITRACHE