Inércia do pilar 10178760.2 cm4 Pilar Lp (cm) kp (kN/cm)Mod. Elast. (E) = 2607.159374 kN/cm² p1 1300 36.24Mod. Trans. (G) = 0.1 kN/cm² p2 1000 79.61a = 70 cmb = 70 cmHf = 151 kN

0.00001-15

Pilar xi(m) ki (kN/cm)p1 8.25 45.5p2 41.25 69.2

28.16

Vento (W)Pilar ei (m) ki (kN/cm)p1 -19.91 45.5p2 13.09 69.2

ej = 3.41K = 114.8

29913.537241W = 263.59

αT /°CDT= °C

Variação de temperatura (DTeq)

xce=

S ki.ei²=

ki (kN/cm)8 61.3 45.5 59.918 61.3 69.2 91.09

K (kN/cm) 114.8d (cm) 1.32

xi . Ki375.7 -19.91 0.30 13.6

2855.9 13.09 -0.20 -13.6

m

ki . ei² Hw,i (kN)18045.343276 77.311868.193965 186.2

mkN/cm

kN

en (cm) kn (kN/cm) Hfi (kN)

xi-xce (m) Di (cm) HDTi (kN)

Cargas P1A (kN) P1A (kN)3679 1.35 x 36791937 1.5 0.7 1937

30 1.5 0.7 45.56.8 1.2 0.6 6.8

14.5 1.2 x 14.538.65 1.4 0.6 93.1

P1 P2Carga Permanentes Variável (Q) Variável (W) PermanentesV 4966.65 2905.5 2033.85 4966.65

17.4 49.896 36.396 17.40 32.466 54.11 0

7872 7001874.8 699.3422.1 703.4

gf y0

Vertical permanente (Rg)Vertical variável (Rq)Frenagem (HL,f)Var. temperatura (HL,DT)Retração (HL,cs)Vento (HT,W)

HL

HT

Vd

MHL,d

MHT,d

1.35 x1.5 0.71.5 0.71.2 0.61.2 x1.4 0.6

Variável (Q) Variável (W)2905.5 2033.8573.146 52.67178.204 130.34

gf y0