Planseu peste etaj
Consola (streasina)
p = 1.02 t /m
M 
B 200
Pc 52
hp =13 cm
c=
Armare placa pe ,, x”
A x A-B
A x B-C
A x C-D
A x D-E
A x E-F
A x F-G
Armare placa pe ,,y”
A x 1-2
A x 2-3
A 3-4
A x 4-5
A x 5-6
Scara interioara
Placa: 0.15 x 2500 x 1.1 = 413 kg / m
Trepte : 
= 196
Nuc: 2 x 22 x 1.3 = 53
Utila 300 x 1.3 = 390
1052 kg / m
M = 
m = 
(5
Scara interioara
Dimensiune treapta: 0.30 x 0.08 x 2500 x 1.1 = 66
Contra treapta : 0.15 x 0.08 x 2500 x 1.1 = 33
Buc.: 2 ( 0.30 + 0.15 ) x 2 x 22 x 1.2 = 48
Utila: 0.3 x 300 x 1.3 = 117
p = 264 gk / m
3.0 x 0.3 x 25 x 1.2 - 27 kg
M=
Placa podest
Placa: 0.08 x 250 x 1.1 = 220 kg /m
Nuc. + pas.: 5 x 22 x 1.2 = 132
Utila : 300 x 1.2 = 390
742 kg / m
M = 
Q = 0.75 x 1.3 =
0.98 to
m = 
(8
Consola
Din placa: 2 x 0.75 x 1.3 = 1.95 t/m
M = 1.95 x 
1.65 tm; Q = 1.95 x 1.3 = 2.54 to
m = 
B 200 3
Pc 52
Ab = 25 x 30
Etr. 
Diafragme placa la -1.20
2
Pasarela
p = 1.17 t
6.67 to
Consola
Din placa:----------- = 4.53
Gr. Cons.: 0.25 x 0.5 x 2.5 x 1.1 = 0.27
4.80 t / m
3
Etr 
OB B 200
Pc 52
Ab 25 x 40
Nervura N
B 200
Pc 52
hp = 13
Ab = 25 x 40
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