evaluare f axiala stalp
DESCRIPTION
Evaluare f Axiala StalpTRANSCRIPT
Zona curenta
Nr.crt Incarcare G.F.Coef.
Terasa 1 Greutate proprie 3.50 1.352 Sistem terasa 4.00 1.353 Instalatii 2.00 1.353 Zapada 1.84 1.50
q GF=
Nivel curent Nr.crt Incarcare G.F.Coef.
1 Greutate proprie 3.50 1.352 Pardoseala 1.50 1.353 Instalatii 0.50 1.354 Compartimentari 1.50 1.355 Inc. Utila 2.50 1.5
q GF=
Fatada 2.5 1.35
Atic 15 1.35
Valoare [kN/m^2]
Valoare [kN/m^2]
Zona de aglomerare
G.F. G.L.D.Nr.crt Incarcare
Valoare de calcul Coef. Valoare de calcul4.73 1 3.50 kN/m 1 Greutate proprie 3.505.40 1 4.00 kN/m 2 Sistem terasa 4.002.70 1 2.00 kN/m 3 Instalatii 2.002.76 0.4 0.74 kN/m 3 Zapada 4.60
15.585 q GLD= 10.24 kN/m
G.F. G.L.D.Valoare de calcul Coef. Valoare de calcul
4.73 1 3.50 kN/m2.03 1 1.50 kN/m0.68 1 0.50 kN/m2.03 1 1.50 kN/m3.75 0.4 1.00 kN/m
13.20 q GLD= 8.00 kN/m
3.375 1 2.5 kN/ml
20.25 1 15
Valoare [kN/m^2
]
G.F. G.L.D.Coef. Valoare deCoef. Valoare de calcul
1.35 4.73 1 3.50 kN/m1.35 5.40 1 4.00 kN/m1.35 2.70 1 2.00 kN/m1.50 6.90 0.4 1.84 kN/m
q GF= 19.725 q GLD= 11.34 kN/m
Predimensinare Stalpi
1. Stalp de colt 90x90
1. Evaluarea fortei axiale Parter
Nr.crt Incarcare Valoare normata Aaf [m^2] Laf [m] Valoare [kN]1.00 Planseu nivel curent 8.00 10.95 87.603.00 G.P. Grinda 6.13 6.00 36.754.00 Inc. fatada 2.50 6.00 15.005.00 G.P. Stalp 25.00 6.00 150.00
TOTAL: 289.35
2. Evaluarea fortei axiale Nivel curent
Nr.crt Incarcare Valoare normata Aaf [m^2] Laf [m] Valoare [kN]1.00 Planseu nivel curent 8.00 10.95 87.603.00 G.P. Grinda 6.13 6.00 36.754.00 Inc. fatada 2.50 6.00 15.005.00 G.P. Stalp 25.00 3.80 95.00
TOTAL: 234.35
2. Evaluarea fortei axiale Terasa
Nr.crt Incarcare Valoare normata Aaf [m^2] Laf [m] Valoare [kN]1.00 Sistem terasa 11.34 10.95 124.172.00 G.P. Grinda 6.13 6.00 36.753.00 G.P. Stalp 25.00 3.80 95.006.00 Atic 15.00 6.00 90.00
TOTAL: 345.92
2. Stalp marginal 90x90
1. Evaluarea fortei axialeParter
Nr.crt Incarcare Valoare normata Aaf [m^2] Laf [m] Valoare [kN]1.00 Planseu nivel curent 8.00 22.93 183.443.00 G.P. Grinda 6.13 12.30 75.344.00 Inc. fatada 2.50 7.00 17.50
5.00 G.P. Stalp 25.00 6.80 170.00TOTAL: 446.28
2. Evaluarea fortei axiale Nivel curent
Nr.crt Incarcare Valoare normata Aaf [m^2] Laf [m] Valoare [kN]1.00 Planseu nivel curent 8.00 22.93 183.443.00 G.P. Grinda 6.13 12.30 75.344.00 Inc. fatada 2.50 7.00 17.505.00 G.P. Stalp 25.00 3.80 95.00
TOTAL: 371.28
3. Evaluarea fortei axiale Terasa
Nr.crt Incarcare Valoare normata Aaf [m^2] Laf [m] Valoare [kN]1.00 Sistem terasa 11.34 22.93 260.033.00 G.P. Grinda 6.13 7.00 42.883.00 G.P. Stalp 25.00 3.80 95.00
TOTAL: 397.90
3. Stalp central 100x100
1. Evaluarea fortei axialeParter
Nr.crt Incarcare Valoare normata Aaf [m^2] Laf [m] Valoare [kN]1.00 Planseu nivel curent 8.00 49.05 392.403.00 G.P. Grinda 6.13 12.15 74.424.00 Inc. fatada 0.00 5.00 0.005.00 G.P. Stalp 25.00 6.00 150.00
TOTAL: 616.822. Evaluarea fortei axiale Nivel curent
Nr.crt Incarcare Valoare normata Aaf [m^2] Laf [m] Valoare [kN]1.00 Planseu nivel curent 8.00 49.05 392.403.00 G.P. Grinda 6.13 12.15 74.424.00 Inc. fatada 0.00 5.00 0.005.00 G.P. Stalp 25.00 3.80 95.00
TOTAL: 561.82
3. Evaluarea fortei axiale Terasa
Nr.crt Incarcare Valoare normata Aaf [m^2] Laf [m] Valoare [kN]1.00 Sistem terasa 10.24 14.29 146.332.00 G.P. Grinda 6.13 12.15 74.423.00 G.P. Stalp 25.00 3.80 95.00
TOTAL: 315.75
3.Forta axiala
Nr crt. Valoare F.axiala [kN] Nr niveluri Total [kN]1.00 Parter 289.35 1.00 289.351.00 Nivel curent 234.35 23.00 5390.052.00 Terasa 345.92 1.00 345.92
Total= 6025.32
5. Evaluarea fortei axiale unidimensionaizate
b= 900.00 [mm]h= 900.00 [mm]N= 6025.32 [kN]
fcd= 26.67 [Mpa]νd= 0.28
4.Forta axiala
Nr crt. Tip Valoare F.axiala [kN] Nr niveluri Total [kN]1.00 Parter 446.28 1.00 446.281.00 Nivel curent 371.28 23.00 8539.382.00 Terasa 397.90 1.00 397.90
Total= 9383.56 [kN]
5. Evaluarea fortei axiale unidimensionaizate
b= 900.00 [mm]h= 900.00 [mm]N= 9383.56 [kN]
fcd= 26.67 [Mpa]νd= 0.43
4.Forta axiala
Nr crt. Tip Valoare F.axiala [kN] Nr niveluri Total [kN]1.00 Parter 616.82 1.00 616.822.00 Nivel curent 561.82 23.00 12921.833.00 Terasa 315.75 1.00 315.75
Total= 13854.40
5. Evaluarea fortei axiale unidimensionaizate
b= 1000.00 [mm]h= 1000.00 [mm]N= 13854.40 [kN]
fcd= 26.67 [Mpa]νd= 0.52
F axiala Perete Ax 13
Nr.Crt. Incarcare Valoare normata [kN/m^2] Aaf[m^2]1 Sistem Terasa 10.6 412 Planseu nivel curent 9.8 413 GP Perete
Nr niveluri Valoare 1 434.66 2410.8
1378.4925Total= 4223.8925
Latime H placa Lungime Gama Buc Etaje
ext0.42 0.14 42.8 25 2 260.42 0.14 28.8 25 2 260.84 0.14 42.8 25 3 260.84 0.14 28.8 25 3 26
Total3271.6322201.4729814.8966604.416
21892.416
Nr.crt. Element Nr.elem. Aaf [m^2] Laf [m]
1 Planseu nivel curent 23 1176 82 Plnaseu peste parter 1 1176 83 Planseu peste terasa 1 1176 11.34 Stalp de colt 4 0.81 102 255 Stalp marginal 18 0.81 102 256 Stalp central 6 1 102 257 GR 45x90 EXT 25 1417.58 GR 45x90 INT 25 19847 Grinzi secundare 25 3609 Perete 25 5920
10 Fatada 25 155.2 211 Atic 1 0.6 155.2 2512 Gr.cup 90*180 25 1.62 8.8 2513 Gr.cup 25*180 25 0.45 17.6 2514 Gr.cup 30*180 25 0.54 4.4 2515 Bulbi 25*40 8 0.1 102 25
TOTAL=
Valoare normata [kN/mp][kN/ml]
Greutate [kN]
2163849408
13288.88262
3717915300
35437.5496009000
148000776023288910
495014852040
569332.3
Calcul Fb
Nr.crt Directia γi ag / g q λ β(T)1 Directia x 1.4 0.3 6.25 1 1.6682 Directia y 1.4 0.3 4.6 1 1.668
β(T)= 1.668β0= 2.5 G=TB= 0.32 sTc= 1.6 sTD= 2 sT= 2.19 s
c Fb [kN]0.1121 68823.920.1523 93510.76
614000 [Kn]