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Rezistente medii la compresiune- [kgf/cm2]
Marca
mortarMarca Caramizii
C200 C150 C125 C100 C75 C50
M50 44 36 34 30 26 20
M25 36 30 28 26 22 18
M10 32 26 24 20 18 14
M4 28 24 22 18 14 12
Rezistente medii la intindere- [kgf/cm2]
Marca
mortarRi Rm R2 Rt
Rezistenta
din
intindere
centrica
Rezistenta
din
incovoiere
Rezistenta
din eforturi
principale
Rezistenta
la effort
tangential
M50 1.80 2.70 2.70 3.55
M25 1.10 1.80 1.80 2.45
M10 0.65 0.90 0.90 1.10
M4 0.20 0.45 0.45 0.45
tocap
so=N/At s 0.5 1 2 3 4
M10 0.10 0.20 0.40 0.70 0.90
M25 0.10 0.30 0.60 0.90 1.20
M50 0.10 0.30 0.60 1.00 1.30
C100 M4 0.10 0.10 0.30 0.50 0.60
M10 0.10 0.20 0.40 0.60 0.90
M25 0.10 0.30 0.50 0.80 1.10
M50 0.10 0.30 0.60 0.90 1.20
Stadiul C M4 0.20 0.30 0.50 0.60 0.70
M10 - 0.50 0.70 0.90 1.00
M25 - 0.90 1.10 1.40 1.50
M50 - - 1.40 1.70 1.90
M4 0.10 0.20 0.30 0.30 0.40
M10 - 0.40 0.60 0.80 0.90
M25 - 0.70 0.90 1.10 1.30
M50 - - 1.10 1.40 1.60
tcentrucap
=tcentru?cap
= tcentru,Ucap
so=NB/At 0.5 1 2 3 4
y = 0.2302x R² = 0.9988
0.00
0.50
1.00
1.50
2.00
2.50
3.00
0 5
1.50
2.00
2.50
3.00
M4 0.65 0.81 1.05 1.25 1.42
M10 1.12 1.31 1.62 1.87 2.10
M25 2.03 2.24 2.62 2.94 3.23
M50 2.94 3.16 3.56 3.92 4.25
?
0.00
0.50
1.00
1.50
0
tocap
5 6 7 8 9 10 11 12
1.10 1.30 1.60 1.80 2.10 2.30 2.50 2.70
1.50 1.70 2.00 2.30 2.60 2.90 3.20 3.50
1.60 2.00 2.30 2.60 3.00 3.30 3.60 4.00
0.80 0.90 1.10 1.30 1.40 1.60 1.70 1.90
1.10 1.30 1.50 1.70 2.00 2.20 2.40 2.60
1.30 1.60 1.90 2.20 2.40 2.70 3.00 3.20
1.50 1.80 2.10 2.50 2.80 3.10 3.40 3.70
0.80 0.90 1.00 - - - - -
1.20 1.30 1.40 - - - - -
1.70 1.90 2.10 - - - - -
2.10 2.40 2.60 - - - - -
0.50 0.50 0.50 - - - - -
1.10 1.20 1.30 - - - - -
1.50 1.70 1.80 - - - - -
1.80 2.00 2.20 - - - - -
tcentrucap
=tcentru?cap
= tcentru,Ucap
5 6 7 8 9 10 11 12
y = 0.2302x - 0.0285 R² = 0.9988
10 15
Series1
Linear (Series1)
y = 0.1439x + 0.754 R² = 0.9756
Series1
1.57 1.70 1.83 1.95 2.06 2.17 2.27 2.37
2.30 2.49 2.67 2.83 2.98 3.13 3.27 3.41
3.50 3.75 3.98 4.20 4.41 4.61 4.80 4.98
4.56 4.85 5.12 5.37 5.62 5.86 6.08 6.30
5 10 15
Series1
Linear (Series1)
Rezistente medii la compresiune- [kgf/cm2]
Marca
mortarMarca Caramizii
C200 C150 C125 C100 C75 C50
M50 44 36 34 30 26 20
M25 36 30 28 26 22 18
M10 32 26 24 20 18 14
M4 28 24 22 18 14 12
Rezistente medii la intindere- [kgf/cm2]
Marca
mortarRi Rm R2 Rt
Rezistenta
din
intindere
centrica
Rezistenta
din
incovoiere
Rezistenta
din eforturi
principale
Rezistenta
la effort
tangential
M50 1.80 2.70 2.70 3.55
M25 1.10 1.80 1.80 2.45
M10 0.65 0.90 0.90 1.10
M4 0.20 0.45 0.45 0.45
METODA DE CALCUL TITARU
Stadiul de Fisurare Stadiul Ultim
Ca eoua eovb xb
NB xa NB Cb
ei ei
eou eov
b b
bt1 bt2 bt1 bt2
CG Ac CG Ac
li li
t1 eouu eouv t2 t1 t2
U V U V
D D
Program de calcul zidarie
STADIUL DE FISURARE
DIRECTIE long
Seism Drt-Stg Seism Stg-Drt
Nivel Element H D z bt1 t1 At1,comprim
(m) (m) (m) (m) (m) (m2)
1 S12 2.95 2.05 2.95 0.00 0.00 0.00
1 S13 2.95 2.01 2.95 0.00 0.00 0.00
1 S5 5.53 5.26 5.53 1.72 0.76 1.31
1 S17 5.53 5.32 5.53 0.00 0.00 0.00
1 S6 5.53 5.23 5.53 1.68 0.76 1.28
1 S19 5.53 5.85 5.53 0.00 0.00 0.00
1 S9 5.53 7.87 5.53 1.38 0.76 1.05
1 S22 5.53 5.10 5.53 0.00 0.00 0.00
1 S20 5.53 2.53 5.53 0.00 0.00 0.00
1 S21 5.53 2.32 5.53 0.00 0.00 0.00
1 S1 2.95 1.44 2.95 1.71 0.76 1.30
1 S14 2.95 1.44 2.95 0.00 0.00 0.00
1 S2 2.95 0.76 2.95 0.00 0.00 0.00
1 S3 2.95 0.76 2.95 0.00 0.00 0.00
1 S15 2.95 0.76 2.95 0.00 0.00 0.00
1 S16 2.95 0.76 2.95 0.00 0.00 0.00
1 SB1 5.53 4.56 5.53 0.00 0.00 0.00
1 SB2 2.95 2.05 2.95 0.00 0.00 0.00
1 SB3 5.53 6.30 5.53 0.00 0.00 0.00
1 SB4 5.53 4.11 5.53 0.00 0.00 0.00
Rc*= rezistenta medie R2= Rezistenta din eforturi principale
Seism Stg-Drt Inima gr proprie din planseu
bt2 t2 At2,comprim b li Ainima Atotala qo1 qoi
(m) (m) (m2) (m) (m) (m2) (m2)
0.00 0.00 0.00 0.76 2.05 1.56 1.56 0.00 4.15
0.00 0.00 0.00 0.76 2.01 1.53 1.53 0.00 4.15
0.00 0.00 0.00 0.47 4.50 2.12 3.42 7.78 4.81
2.25 0.76 1.71 0.45 4.56 2.05 3.76 0.00 4.60
0.00 0.00 0.00 0.41 4.47 1.83 3.11 7.78 4.19
1.10 0.76 0.84 0.48 5.09 2.44 3.28 0.00 4.91
0.00 0.00 0.00 0.50 7.11 3.56 4.60 7.78 5.12
0.00 0.00 0.00 0.49 5.10 2.50 2.50 0.00 5.01
0.00 0.00 0.00 0.53 2.53 1.34 1.34 0.00 5.42
0.97 0.76 0.74 0.53 1.56 0.83 1.56 0.00 5.42
0.00 0.00 0.00 0.76 0.68 0.52 1.82 4.15 4.15
1.82 0.76 1.38 0.76 0.68 0.52 1.90 0.00 4.15
0.00 0.00 0.00 2.08 0.76 1.58 1.58 0.00 11.35
0.00 0.00 0.00 2.12 0.76 1.61 1.61 0.00 11.57
0.00 0.00 0.00 2.11 0.76 1.60 1.60 0.00 11.52
0.00 0.00 0.00 2.12 0.76 1.61 1.61 0.00 11.57
0.00 0.00 0.00 0.24 4.56 1.09 1.09 0.00 3.32
0.00 0.00 0.00 0.24 2.05 0.49 0.49 0.00 1.77
2.80 0.15 0.42 0.12 6.15 0.74 1.16 0.00 1.66
0.00 0.00 0.00 0.12 4.11 0.49 0.49 0.00 1.66
gr proprie din planseu Forta axiala
qo2 q11 q1i q12 q1 qi q2 Ni+1 Npropriu
(tf/m) (tf/m) (tf/m) (tf) (tf)
0.00 0.00 12.10 0.00 0.00 16.25 0.00 0.00 24.80
0.00 0.00 14.05 0.00 0.00 18.20 0.00 0.00 28.25
0.00 10.13 10.13 0.00 17.90 14.94 0.00 0.00 63.00
7.78 0.00 9.90 9.90 0.00 14.51 17.68 0.00 67.43
0.00 10.41 10.41 0.00 18.18 14.60 0.00 0.00 64.00
7.78 0.00 6.23 6.23 0.00 11.14 14.00 0.00 38.55
0.00 7.43 7.43 0.00 15.20 12.54 0.00 0.00 63.05
0.00 0.00 8.99 0.00 0.00 14.00 0.00 0.00 45.83
0.00 0.00 7.98 0.00 0.00 13.40 0.00 0.00 20.18
7.78 0.00 7.98 7.98 0.00 13.40 15.75 0.00 20.18
0.00 6.27 6.27 0.00 10.42 10.42 0.00 0.00 14.99
4.15 0.00 6.35 6.35 0.00 10.50 10.50 0.00 15.87
0.00 0.00 43.03 0.00 0.00 54.38 0.00 0.00 32.70
0.00 0.00 41.78 0.00 0.00 53.35 0.00 0.00 31.75
0.00 0.00 45.62 0.00 0.00 57.13 0.00 0.00 34.67
0.00 0.00 46.58 0.00 0.00 58.15 0.00 0.00 35.40
0.00 0.00 3.32 0.00 0.00 6.63 0.00 0.00 15.12
0.00 0.00 2.93 0.00 0.00 4.70 0.00 0.00 6.00
2.07 0.00 1.69 1.69 0.00 3.35 3.76 0.00 15.12
0.00 0.00 3.65 0.00 0.00 5.31 0.00 0.00 15.00
Forta axiala
NB dist ei observatie so Rc* R2 so/Rc Ac
(tf) (m) (m) (tf/m2) (tf/m
2) (tf/m2) (m
2)
33.30 1.03 0.00 in SC 21.38 120.00 4.50 0.18 0.28
36.59 1.01 0.00 in SC 23.95 120.00 4.50 0.20 0.30
98.01 2.18 0.18 in SC 28.64 120.00 4.50 0.24 0.82
105.92 3.28 -0.21 in SC 28.15 120.00 4.50 0.23 0.88
95.81 2.16 0.24 in SC 30.81 120.00 4.50 0.26 0.80
72.10 3.17 -0.12 in SC 21.99 120.00 4.50 0.18 0.60
110.15 3.57 0.15 in SC 23.93 120.00 4.50 0.20 0.92
71.40 2.55 0.00 in SC 28.57 120.00 4.50 0.24 0.59
33.90 1.27 0.00 in SC 25.28 120.00 4.50 0.21 0.28
36.18 1.27 -0.06 in SC 23.13 120.00 4.50 0.19 0.30
24.90 0.58 0.00 in SC 13.71 120.00 4.50 0.11 0.21
26.24 0.86 0.00 in SC 13.81 120.00 4.50 0.12 0.22
41.33 0.38 0.00 in SC 26.14 120.00 4.50 0.22 0.34
40.54 0.38 0.00 in SC 25.16 120.00 4.50 0.21 0.34
43.42 0.38 0.00 in SC 27.08 120.00 4.50 0.23 0.36
44.19 0.38 0.00 in SC 27.43 120.00 4.50 0.23 0.37
30.25 2.28 0.00 in SC 27.64 1500.00 90.00 0.02 0.02
9.63 1.03 0.00 in SC 19.57 1500.00 90.00 0.01 0.01
31.13 4.14 -0.08 in SC 26.88 1500.00 90.00 0.02 0.02
21.82 2.06 0.00 in SC 44.24 1500.00 90.00 0.03 0.01
xstg-drt xdrt-stg U V I eou eov eouu eouv
(m) (m) (m) (m) (m4) (m) (m) (m) (m)
0.37 0.37 1.03 1.03 0.55 0.34 0.34 0.34 0.34
0.40 0.40 1.01 1.01 1.03 0.67 0.67 0.67 0.67
1.74 0.47 2.01 3.25 20.40 2.97 1.83 2.01 2.79
0.39 1.96 3.49 1.83 20.19 1.54 2.93 2.72 1.75
1.95 0.48 1.92 3.31 17.62 2.95 1.71 1.95 2.71
0.55 1.25 3.29 2.56 29.04 2.69 3.46 3.34 2.81
1.84 0.67 3.42 4.45 117.16 7.44 5.72 5.86 7.30
1.21 1.21 2.55 2.55 27.62 4.34 4.34 4.34 4.34
0.53 0.53 1.27 1.27 1.81 1.07 1.07 1.07 1.07
0.31 0.57 1.33 0.99 0.77 0.37 0.50 0.44 0.43
0.27 0.12 0.58 0.86 0.14 0.13 0.09 0.09 0.13
0.12 0.29 0.86 0.58 0.36 0.22 0.33 0.33 0.22
0.17 0.17 0.38 0.38 0.06 0.10 0.10 0.10 0.10
0.16 0.16 0.38 0.38 0.06 0.10 0.10 0.10 0.10
0.17 0.17 0.38 0.38 0.06 0.10 0.10 0.10 0.10
0.17 0.17 0.38 0.38 0.06 0.10 0.10 0.10 0.10
0.08 0.08 2.28 2.28 8.65 3.47 3.47 3.47 3.47
0.03 0.03 1.03 1.03 0.35 0.70 0.70 0.70 0.70
0.01 0.17 4.22 2.08 15.99 3.27 6.63 6.55 3.35
0.12 0.12 2.06 2.06 2.85 2.82 2.82 2.82 2.82
D/xstg-drt. D/xdrt-stg Element indicator indicator indicator indicator Masoc,stg-drt
stg-drt stg-drt drt-stg drt-stg (tfm)
8.08 8.08 S12 0.34fara rupere
inclinata0.34
fara rupere
inclinata11.38
7.35 7.35 S13 0.72fara rupere
inclinata0.72
fara rupere
inclinata24.64
3.18 11.65 S5 1.77cu rupere
inclinata2.46
cu rupere
inclinata197.01
14.10 2.82 S17 2.69cu rupere
inclinata1.73
cu rupere
inclinata288.17
2.84 11.64 S6 1.88cu rupere
inclinata2.60
cu rupere
inclinata187.06
10.12 4.42 S19 2.13cu rupere
inclinata1.79
cu rupere
inclinata240.75
3.01 8.31 S9 3.94cu rupere
inclinata4.90
cu rupere
inclinata645.92
4.55 4.55 S22 2.75cu rupere
inclinata2.75
cu rupere
inclinata309.50
10.38 10.38 S20 0.63fara rupere
inclinata0.63
fara rupere
inclinata36.16
17.79 9.72 S21 0.32fara rupere
inclinata0.31
fara rupere
inclinata15.92
10.80 24.31 S1 0.12fara rupere
inclinata0.17
fara rupere
inclinata2.25
24.55 10.25 S14 0.44fara rupere
inclinata0.30
fara rupere
inclinata8.68
17.82 17.82 S2 0.11fara rupere
inclinata0.11
fara rupere
inclinata3.98
18.51 18.51 S3 0.11fara rupere
inclinata0.11
fara rupere
inclinata3.90
17.20 17.20 S15 0.11fara rupere
inclinata0.11
fara rupere
inclinata4.18
16.98 16.98 S16 0.11fara rupere
inclinata0.11
fara rupere
inclinata4.25
65.81 65.81 SB1 0.25fara rupere
inclinata0.25
fara rupere
inclinata104.83
110.30 110.30 SB2 0.07fara rupere
inclinata0.07
fara rupere
inclinata6.74
746.11 31.98 SB3 0.71fara rupere
inclinata0.36
fara rupere
inclinata204.04
45.62 45.62 SB4 0.31fara rupere
inclinata0.31
fara rupere
inclinata61.43
2360.79
Masoc,drt-stg Qasoc,stg-drt Qasoc,drt-stg Qcap,F indicator indicatorMod de