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1
BREVIAR DE CALCUL TURN
Tip turn:
Forma in plan: monotub
Inaltime tronson 7.50m
Inaltimea turnului 30.00m
A= 1.63m diametrul la baza a turnului
a= 1.12m diametrul la varf a turnului
Greutate = 10.78t 108kN
Altitudine : 100m
EVALUAREA INCARCARILOR DIN VANT
Ipoteze de calcul
(cf. STAS 10101/20-91)
Zona de vant: C
Viteza vantului: 30.00m/s = 108km/h
Presiunea dinamica: 0.55kN/m² = 55.2kg/m²
Tip amplasament: I amplasament deschis
Categoriaconstructiei Constructii curente sensibile la actiunea vantului
Clasa de importanta a structurii III
1.00
RF 1.40
MW 1.40
Efectul coeficientilor partiali de siguranta
SLEN SLU
1.1 1.5
31.5m/s 36.7m/s
(coeficient de rafala)
Unde :
Reclama 29.00m 0.655
RF 29.00m 0.655
MW 27.00m 0.665
26.25m 0.669
18.75m 0.766
11.25m 0.864
3.75m 0.880
C2
Ct =
Ct =
Ct =
ga gc
gF =
vo(2min) =
Determinarea lui b
μ(zRECLAMA) =
μ(zRF) =
μ(zMW) =
htronson4 = μ(z4) =
htronson3 = μ(z3) =
htronson2 = μ(z2) =
htronson1 = μ(z1) =
Fortele aplicate constructiilor pot fi luate in considerare si prin rezultantele lor, determinate pe ansamblul elementelor de constructie, sau prin raportarea la unitatea de lungime a axei acestora.Intensitatea normata a rezultantei incarcarii se determina cu relatia:
v0(2min )=v2m√γF(m /s )
Ptn=β×c ts×ch (hmed )×gv×A t
β=1+μ (zo ) βo (εI )
2
0.0251714 0.0293939
= 0.960s
TI = perioada proprie fundamentala de oscilatie
a structurii considerate
coeficient de rafala
coeficient de amplificare a efectului fluctuatiilor
no = 0.010 fractiunea din amortizarea critica
(STAS 10101/20-90 pag 20)
coeficient de calcul
2.363 2.460
= 0.607kN/m²
= 0.828kN/m²
Turn
Inaltime Ch(z) At Hn Mn Hc Mc
m m m kN kNm kN kNm
T4 7.50m 1.118m 26.25m 1.36 8.39 2.58 2.64 17.89 469.69 25.01 656.61
T3 7.50m 1.219m 18.75m 1.22 9.14 2.81 2.88 19.08 357.79 26.71 500.81
T2 7.50m 1.422m 11.25m 1.04 10.67 3.04 3.12 20.45 230.09 28.66 322.41
T1 7.50m 1.626m 3.75m 0.73 12.19 3.08 3.16 16.66 62.48 23.35 87.57
Total turn 74.09 1120.06 103.74 1567.41
Turn cu chiciura
Inaltime Ch(z) At Hn Mn Hc Mc
m m m kN kNm kN kNm
T4 7.50m 1.14m 26.25m 1.36 8.54 2.58 2.64 18.21 478.10 - -
T3 7.50m 1.24m 18.75m 1.22 9.29 2.81 2.88 19.40 363.66 - -
T2 7.50m 1.44m 11.25m 1.04 10.82 3.04 3.12 20.74 233.33 - -
T1 7.50m 1.65m 3.75m 0.73 12.34 3.08 3.16 16.87 63.25 - -
Total turn 75.22 1138.34 - -
Pentru determinarea lui εI :εIn εIc
bon(eI) bo
c(eI)
hTr ØTr βn βc
m2
hTr ØTr βn βc
m2
ε I=T I×vo
(2min )
1200
T I=H turn(m)
√A (m)+a(m)×0 .03
gvn=
( v0 n(2min ))2
1630(KN /m2)
βo (ε I )=√ 0 ,475noεI0 ,63
+1−1 ,44 εI0 ,76
β=1+μ (zo ) βo (εI )
Ptn=β×cts×ch (hmed )×gv
n×A t
Ptc=β×cts×ch (hmed )×gv
c×A t
gvc=
( v0 c(2min ))2
1630(KN /m2)
3
Antene parabolice
Ø Azimut Inaltime Ch(z) At Hn Mn Hc Mc
m o m kN kNm kN kNm
1 1.20m n/a 27.00m 1.37 1.13 2.57 2.64 3.398 91.738 4.750 128.239
2 1.20m n/a 27.00m 1.37 1.13 2.57 2.64 3.398 91.738 4.750 128.239
3 0.00 0.00 2.57 2.64 0.000 0.000 0.000 0.000
4 0.00 0.00 2.57 2.64 0.000 0.000 0.000 0.000
5 0.00 0.00 2.57 2.64 0.000 0.000 0.000 0.000
6 0.00 0.00 2.57 2.64 0.000 0.000 0.000 0.000
7 0.00 0.00 2.57 2.64 0.000 0.000 0.000 0.000
Total parabolice 6.80 183.48 9.50 256.48
Antene parabolice cu chiciura
Ø Azimut Inaltime Ch(z) At Hn Mn Hc Mc
m o m kN kNm kN kNm
1 1.22m n/a 27.00m 1.37 1.17 2.57 2.64 3.512 94.821 - -
2 1.22m n/a 27.00m 1.37 1.17 2.57 2.64 3.512 94.821 - -
3 0.00 0.00 2.57 2.64 0.000 0.000 - -
4 0.00 0.00 2.57 2.64 0.000 0.000 - -
5 0.00 0.00 2.57 2.64 0.000 0.000 - -
6 0.00 0.00 2.57 2.64 0.000 0.000 - -
7 0.00 0.00 2.57 2.64 0.000 0.000 - -
Total parabolice 7.02 189.64 - -
Antene RF
Inaltime Ch(z) At Hn Mn Hc Mc
m m m kN kNm kN kNm
1 2.50m 0.27m 29.00m 1.41 0.69 2.55 2.61 2.086 60.498 2.916 84.557
2 2.50m 0.27m 29.00m 1.41 0.69 2.55 2.61 2.086 60.498 2.916 84.557
3 2.50m 0.27m 29.00m 1.41 0.69 2.55 2.61 2.086 60.498 2.916 84.557
4 0.00 0.00 2.55 2.61 0.000 0.000 0.000 0.000
5 0.00 0.00 2.55 2.61 0.000 0.000 0.000 0.000
6 0.00 0.00 2.55 2.61 0.000 0.000 0.000 0.000
7 0.00 0.00 2.55 2.61 0.000 0.000 0.000 0.000
Total antene RF 6.26 181.49 8.75 253.67
Antene RF cu chiciura
Inaltime Ch(z) At Hn Mn Hc Mc
m m m kN kNm kN kNm
1 2.52m 0.29m 29.00m 1.41 0.74 2.55 2.61 2.256 65.434 - -
2 2.52m 0.29m 29.00m 1.41 0.74 2.55 2.61 2.256 65.434 - -
3 2.52m 0.29m 29.00m 1.41 0.74 2.55 2.61 2.256 65.434 - -
4 0.00 0.00 2.55 2.61 0.000 0.000 - -
5 0.00 0.00 2.55 2.61 0.000 0.000 - -
6 0.00 0.00 2.55 2.61 0.000 0.000 - -
7 0.00 0.00 2.55 2.61 0.000 0.000 - -
Total antene RF 6.77 196.30 - -
Reclama
Inaltime Ch(z) At Hn Mn Hc Mc
m m m kN kNm kN kNm
1 2.00m 9.00m 29.00m 1.41 18.00 2.55 2.61 39.156 1135.525 54.728 1587.103
Total reclama 39.16 1135.53 54.73 1587.10
Reclama cu chiciura
Inaltime Ch(z) At Hn Mn Hc Mc
m m m kN kNm kN kNm
1 2.02m 9.02m 29.00m 1.41 18.22 2.55 2.61 39.635 1149.429 - -
Total reclama 39.64 1149.43 - -
βn βc
m2
βn βc
m2
hRF bRF βn βc
m2
hRF bRF βn βc
m2
hR bR βn βc
m2
hR bR βn βc
m2
4
CALCUL STATIC
H Normate De calcul Cu chiciura normate
30.00m 22.71kN 31.74kN 23.20kN
27.50m 22.71kN 31.74kN 23.20kN
26.50m 6.80kN 9.50kN 7.02kN
26.25m 17.89kN 25.01kN 18.21kN
18.75m 19.08kN 26.71kN 19.40kN
11.25m 20.45kN 28.66kN 20.74kN
3.75m 16.66kN 23.35kN 16.87kN
Taietoare normate Taietoare de calcul Taietoare
22.71kN 31.74kN 23.20kN
45.41kN 63.48kN 46.40kN
52.21kN 72.97kN 53.43kN
70.10kN 97.99kN 71.64kN
89.19kN 124.70kN 91.04kN
109.64kN 153.36kN 111.78kN
126.30kN 176.71kN 128.64kN
Momente normate Momente de calcul Momente
0kNm 0kNm 0kNm
641kNm 896kNm 655kNm
1310kNm 1831kNm 1556kNm
2132kNm 2981kNm 2176kNm
2606kNm 3644kNm 2659kNm
F30 = F30 = F30 =
F27.5 = F27.5 = F27.5 =
F26.5 = F26.5 = F26.5 =
F26.25 = F26.25 = F26.25 =
F18.75 = F18.75 = F18.75 =
F11.25 = F11.25 = F11.25 =
F3.75 = F3.75 = F3.75 =
T30 = T30 = T30 =
T27.5 = T27.5 = T27.5 =
T26.5 = T26.5 = T26.5 =
T26.25 = T26.25 = T26.25 =
T18.75 = T18.75 = T18.75 =
T11.25 = T11.25 = T11.25 =
T3.75 = T3.75 = T3.75 =
M30 = M30 = M30 =
M22.5 = M22.5 = M22.5 =
M15 = M15 = M15 =
M7.5 = M7.5 = M7.5 =
M0 = M0 = M0 =
5
EFORTURI IN TRONSOANE
Tronsoane
Tronson
(kN) (kN) (kN) (kNm) (kNm) (kNm)
T4 51.15 71.61 58.82 641.01 895.97 655.08
T3 67.43 94.40 77.54 1309.90 1831.21 1556.05
T2 87.14 122.00 100.21 2132.18 2981.39 2176.18
T1 110.71 155.00 127.32 2605.81 3644.05 2658.60
Fara chiciura
Tronson T4 T3 T2 T1
71.61 94.40 122.00 155.00
895.97 1831.21 2981.39 3644.05
1118 1219 1422 1626
t 9.50 9.50 9.50 10.30
1099 1200 1403 1605.4
33083 36098 42156 52281
37500 45000 52500 60000
I 5.08E+09 6.60E+09 1.05E+10 1.71E+10
i 391.93 427.64 499.41 571.25
λ 96 105 105 105Evaluare λ OK OK OK OK
OTEL OL52.2 OL52.2 OL52.2 OL52.2
315 315 315 315
φ 0.50 0.43 0.43 0.43N/φA + M/W 103 175 208 181
Evaluare 33% 56% 66% 57%
Cu chiciura
Tronson T4 T3 T2 T1
58.82 77.54 100.21 127.32
655.08 1556.05 2176.18 2658.60
1118 1219 1422 1626
t 9.50 9.50 9.50 10.30
1099 1200 1403 1605.4
33083 36098 42156 52281
37500 45000 52500 60000
I 5.08E+09 6.60E+09 1.05E+10 1.71E+10
i 391.93 427.64 499.41 571.25
λ 96 105 105 105Evaluare λ OK OK OK OK
OTEL OL52.2 OL52.2 OL52.2 OL52.2
315 315 315 315
φ 0.50 0.43 0.43 0.43N/φA + M/W 76 149 153 132
Evaluare 24% 47% 48% 42%
CENTRALIZATOR INCARCARI
T M
KN KNm
Normat De calcul Normat De calcul
126.3 176.7 2605.8 3644.0
Nntronson Nc
tronson Nnchiciura Mn
tronson Mctronson Mn
chiciura
Nctronson
Mctronson
Øexterior
Øinterior
Asectiune
lf
Rcalcul
Nctronson
Mctronson
Øexterior
Øinterior
Asectiune
lf
Rcalcul
6
DIMENSIONARE BULOANE
Dimensionarea buloanelor H = 22.50m
N H M
KN KN KNm
71.61 97.99 895.97
1118 mm Nivel de solicitare a buloanelor 85%
1358 mm
Bulon M 24
Nr. buloane 24
Grupa 6.6
240
86 kN
65 kN
Forta maxima de intindere
73.31 kN
< OK
Forta maxima de forfecare
4.08 kN
< OK
Dimensionarea buloanelor H = 15.00m
N H M
KN KN KNm
94.40 124.70 1831.21
1219 mm Nivel de solicitare a buloanelor 86%
1539 mm
Bulon M 32
Nr. buloane 24
Grupa 6.6
240
153 kN
115 kN
Forta maxima de intindere
132.21 kN
< OK
Forta maxima de forfecare
5.20 kN
< OK
Dext T =
Dax buloane =
Rbi = N/mm2
Nbcap i =
Nbcap f =
Nbmax i =
Nbmax i = Nb
cap i =
Nbmax f =
Nbmax f = Nb
cap f =
Dext T =
Dax buloane =
Rbi = N/mm2
Nbcap i =
Nbcap f =
Nbmax i =
Nbmax i = Nb
cap i =
Nbmax f =
Nbmax f = Nb
cap f =
0% 20% 40% 60% 80% 100%
0% 20% 40% 60% 80% 100%
7
Dimensionarea buloanelor H = 7.50m
N H M
KN KN KNm
122.00 153.36 2981.39
1422 mm Nivel de solicitare a buloanelor 96%
1782 mm
Bulon M 36
Nr. buloane 24
Grupa 6.6
240
194 kN
145 kN
Forta maxima de intindere
185.90 kN
< OK
Forta maxima de forfecare
6.39 kN
< OK
Dimensionarea buloanelor H = 0.00m
N H M
KN KN KNm
155.00 176.71 3644.05
1626 mm Nivel de solicitare a buloanelor 80%
1986 mm
Bulon M 36
Nr. buloane 24
Grupa OL 52
315
254 kN
152 kN
Forta maxima de intindere
203.88 kN
< OK
Forta maxima de forfecare
7.36 kN
< OK
Dext T =
Dax buloane =
Rbi = N/mm2
Nbcap i =
Nbcap f =
Nbmax i =
Nbmax i = Nb
cap i =
Nbmax f =
Nbmax f = Nb
cap f =
Dext T =
Dax buloane =
Rbi = N/mm2
Nbcap i =
Nbcap f =
Nbmax i =
Nbmax i = Nb
cap i =
Nbmax f =
Nbmax f = Nb
cap f =
0% 20% 40% 60% 80% 100%
0% 20% 40% 60% 80% 100%
8
DIMENSIONARE FLANSE
Dimensionarea flanselor H = 22.50m
73.31 kN
25 mm
250 mm
224.00 mm
23333
bratul fortei = 88.63 mm
6.50 kNm
278 N
R = 300 N
< R OK
Dimensionarea flanselor H = 15.00m
132.21 kN
35 mm
300 mm
266.00 mm
54308
bratul fortei = 100.44 mm
13.28 kNm
245 N
R = 300 N
< R OK
Dimensionarea flanselor H = 7.50m
185.90 kN
40 mm
350 mm
312.00 mm
83200
bratul fortei = 116.30 mm
21.62 kNm
260 N
R = 300 N
< R OK
Nbmax i =
hflanse =
bflanse =
bflanse efectiv =
Wflanse = mm3
Mflanse =
σflanse =
σflanse
Nbmax i =
hflanse =
bflanse =
bflanse efectiv =
Wflanse = mm3
Mflanse =
σflanse =
σflanse
Nbmax i =
hflanse =
bflanse =
bflanse efectiv =
Wflanse = mm3
Mflanse =
σflanse =
σflanse
9
Dimensionarea placii de baza H = 0.00m
203.88 kN
40 mm
400 mm
362.00 mm
96533
bratul fortei = 129.61 mm
26.42 kNm
274 N
R = 300 N
< R OK
Placa de tip 2 :
l = 400 mm
259.23 mm
1.54 => β
0.133
7
N = 203.88 kN
1.97 < OK
62560.975 Nmm
35.37 mm
> OK
Nbmax i =
hflanse =
bflanse =
bflanse efectiv =
Wflanse = mm3
Mflanse =
σflanse =
σflanse
llibera =
l / llibera =
β =
rb = N / mm2
N / (l x llibera) = N / mm2 rb
MII = β x rb x llibera2 =
tnecesar =
hflanse tnecesar
Tipul de amplasament
Inaltimea deasupra terenului z(m)10 20 40 60 100 200 350
I 0.6 0.55 0.48 0.46 0.42 0.38 0.35II 0.88 0.75 0.65 0.6 0.54 0.46 0.4III 1.62 1.29 1.02 0.9 0.76 0.6 0.5
1 2 3 4 5 6
0.63 0.66 0.60 0.57 0.52 0.45
H= 29
0.66
Tipul de amplasament
Inaltimea deasupra terenului z(m)10 20 40 60 100 200 350
I 0.6 0.55 0.48 0.46 0.42 0.38 0.35II 0.88 0.75 0.65 0.6 0.54 0.46 0.4III 1.62 1.29 1.02 0.9 0.76 0.6 0.5
1 2 3 4 5 6
0.63 0.66 0.60 0.57 0.52 0.45
H= 29
0.66
Tipul de amplasament
Inaltimea deasupra terenului z(m)10 20 40 60 100 200 350
I 0.6 0.55 0.48 0.46 0.42 0.38 0.35II 0.88 0.75 0.65 0.6 0.54 0.46 0.4III 1.62 1.29 1.02 0.9 0.76 0.6 0.5
1 2 3 4 5 6
0.66 0.67 0.61 0.57 0.53 0.45
H= 27
0.67
Tipul de amplasament
Inaltimea deasupra terenului z(m)10 20 40 60 100 200 350
I 0.6 0.55 0.48 0.46 0.42 0.38 0.35II 0.88 0.75 0.65 0.6 0.54 0.46 0.4III 1.62 1.29 1.02 0.9 0.76 0.6 0.5
1 2 3 4 5 6
0.67 0.67 0.61 0.58 0.53 0.45
H= 26.25
0.67
Factor de turbulenta m(z)
m(z)
m(z) =
Factor de turbulenta m(z)
m(z)
m(z) =
Factor de turbulenta m(z)
m(z)
m(z) =
Factor de turbulenta m(z)
m(z)
m(z) =
Tipul de amplasament
Inaltimea deasupra terenului z(m)10 20 40 60 100 200 350
I 0.6 0.55 0.48 0.46 0.42 0.38 0.35II 0.88 0.75 0.65 0.6 0.54 0.46 0.4III 1.62 1.29 1.02 0.9 0.76 0.6 0.5
1 2 3 4 5 6
0.77 0.71 0.63 0.59 0.53 0.46
H= 18.75
0.77
Tipul de amplasament
Inaltimea deasupra terenului z(m)10 20 40 60 100 200 350
I 0.6 0.55 0.48 0.46 0.42 0.38 0.35II 0.88 0.75 0.65 0.6 0.54 0.46 0.4III 1.62 1.29 1.02 0.9 0.76 0.6 0.5
1 2 3 4 5 6
0.86 0.74 0.65 0.60 0.54 0.46
H= 11.25
0.86
Tipul de amplasament
Inaltimea deasupra terenului z(m)10 20 40 60 100 200 350
I 0.6 0.55 0.48 0.46 0.42 0.38 0.35II 0.88 0.75 0.65 0.6 0.54 0.46 0.4III 1.62 1.29 1.02 0.9 0.76 0.6 0.5
1 2 3 4 5 6
0.96 0.78 0.67 0.61 0.55 0.46
H= 3.75
0.88
Factor de turbulenta m(z)
m(z)
m(z) =
Factor de turbulenta m(z)
m(z)
m(z) =
Factor de turbulenta m(z)
m(z)
m(z) =
Story Column Load Loc P V2 V3 T M2STORY5 C2 VANT 0 -9.4 73.79 0 0 0STORY5 C2 VANT 2.5 -5.48 69.57 0 0 0STORY5 C2 VANT 2.5 -5.48 63.12 0 0 0STORY5 C2 VANT 3 -4.7 62.27 0 0 0STORY5 C2 VANT 3.5 -3.92 61.43 0 0 0STORY5 C2 VANT 3.5 -3.92 32.83 0 0 0STORY5 C2 VANT 6 0 28.6 0 0 0STORY4 C2 VANT 0 -28.15 86.63 0 0 0STORY4 C2 VANT 3 -18.78 80.21 0 0 0STORY4 C2 VANT 6 -9.4 73.79 0 0 0STORY3 C2 VANT 0 -51.69 101.57 0 0 0STORY3 C2 VANT 3 -39.92 94.1 0 0 0STORY3 C2 VANT 6 -28.15 86.63 0 0 0STORY2 C2 VANT 0 -80 117.77 0 0 0STORY2 C2 VANT 3 -65.84 109.67 0 0 0STORY2 C2 VANT 6 -51.69 101.57 0 0 0STORY1 C2 VANT 0 -113.09 133.01 0 0 0STORY1 C2 VANT 3 -96.55 125.39 0 0 0STORY1 C2 VANT 6 -80 117.77 0 0 0
Story Point Load UX UY UZ RX RY RZSTORY5 1 VANT 0.379 0 -0.0001 0 0.02481 0STORY4 1 VANT 0.2376 0 -0.0001 0 0.02026 0STORY3 1 VANT 0.13 0 -0.0001 0 0.01473 0STORY2 1 VANT 0.0562 0 -0.0001 0 0.00928 0STORY1 1 VANT 0.0141 0 0 0 0.00436 0BASE 1 VANT 0 0 0 0 0 0
Story Item Load Point X Y Z DriftX DriftYSTORY5 Max Drift X VANT 1 0 0 30 0.023563STORY5 Max Drift Y VANT 1 0 0 30 0STORY4 Max Drift X VANT 1 0 0 24 0.017949STORY4 Max Drift Y VANT 1 0 0 24 0STORY3 Max Drift X VANT 1 0 0 18 0.012289STORY3 Max Drift Y VANT 1 0 0 18 0STORY2 Max Drift X VANT 1 0 0 12 0.007027STORY2 Max Drift Y VANT 1 0 0 12 0STORY1 Max Drift X VANT 1 0 0 6 0.002343STORY1 Max Drift Y VANT 1 0 0 6 0
Story Point Load FX FY FZ MX MY MZBASE 1 VANT -133.01 0 113.09 0 -2774.465 0
M3318.245139.051139.051107.705
76.78176.781
0799.505549.245318.245
1364.1051070.6
799.5052022.1251680.9651364.1052774.4652386.8652022.125
Story Column Load Loc P V2 V3 T M2STORY5 C2 VANTCH 0 -9.4 54.16 0 0 0STORY5 C2 VANTCH 2.5 -5.48 51.06 0 0 0STORY5 C2 VANTCH 2.5 -5.48 46.31 0 0 0STORY5 C2 VANTCH 3 -4.7 45.69 0 0 0STORY5 C2 VANTCH 3.5 -3.92 45.07 0 0 0STORY5 C2 VANTCH 3.5 -3.92 24.09 0 0 0STORY5 C2 VANTCH 6 0 20.99 0 0 0STORY4 C2 VANTCH 0 -28.15 63.46 0 0 0STORY4 C2 VANTCH 3 -18.78 58.81 0 0 0STORY4 C2 VANTCH 6 -9.4 54.16 0 0 0STORY3 C2 VANTCH 0 -51.69 74.26 0 0 0STORY3 C2 VANTCH 3 -39.92 68.86 0 0 0STORY3 C2 VANTCH 6 -28.15 63.46 0 0 0STORY2 C2 VANTCH 0 -80 85.9 0 0 0STORY2 C2 VANTCH 3 -65.84 80.08 0 0 0STORY2 C2 VANTCH 6 -51.69 74.26 0 0 0STORY1 C2 VANTCH 0 -113.09 96.82 0 0 0STORY1 C2 VANTCH 3 -96.55 91.36 0 0 0STORY1 C2 VANTCH 6 -80 85.9 0 0 0
Story Point Load UX UY UZ RX RY RZSTORY5 1 VANTCH 0.2776 0 -0.0001 0 0.01819 0STORY4 1 VANTCH 0.174 0 -0.0001 0 0.01485 0STORY3 1 VANTCH 0.0951 0 -0.0001 0 0.01079 0STORY2 1 VANTCH 0.0411 0 -0.0001 0 0.00679 0STORY1 1 VANTCH 0.0103 0 0 0 0.00319 0BASE 1 VANTCH 0 0 0 0 0 0
Story Item Load Point X Y Z DriftX DriftYSTORY5 Max Drift X VANTCH 1 0 0 30 0.017269STORY5 Max Drift Y VANTCH 1 0 0 30 0STORY4 Max Drift X VANTCH 1 0 0 24 0.013149STORY4 Max Drift Y VANTCH 1 0 0 24 0STORY3 Max Drift X VANTCH 1 0 0 18 0.008997STORY3 Max Drift Y VANTCH 1 0 0 18 0STORY2 Max Drift X VANTCH 1 0 0 12 0.005142STORY2 Max Drift Y VANTCH 1 0 0 12 0STORY1 Max Drift X VANTCH 1 0 0 6 0.001714STORY1 Max Drift Y VANTCH 1 0 0 6 0
Story Point Load FX FY FZ MX MY MZBASE 1 VANTCH -96.82 0 113.09 0 -2028.212 0
M3233.553102.028102.028
79.02856.33856.338
0586.413403.007233.552999.572784.892586.413
1480.0521231.082
999.5722028.2121745.9421480.052
BULON M 8 M 24 GRUPA 4.6 6.6 170 240M 10 5.6 210M 12 6.6 240M 16 8.8 410M 20M 24M 30M 42M 48
M = 896kNmH = 98kNm
21 mm 2 α 7.5 x 673.19
86kN 4 22.5 627.31
65kN 6 37.5 538.69
1118 mm 8 52.5 413.35
2 10 67.5 259.84
24 12 82.5 88.63
22 14 97.5 -88.63
1358 mm 16 112.5 -259.84
8.29870 18 127.5 -413.35
73kN 20 142.5 -538.69
4.08kN 22 157.5 -627.3124 172.5 -673.1926 187.5 -673.1928 202.5 -627.3130 217.5 -538.6932 232.5 -413.3534 247.5 -259.8436 262.5 -88.6338 277.5 88.63
BULON M 8 M 32 GRUPA 4.6 6.6 170 240M 10 5.6 210M 12 6.6 240M 16 8.8 410M 20M 24M 30M 42M 48
M = 1831kNmH = 125kNm
28 mm 2 α 7.5 x 762.92
153kN 4 22.5 710.93
115kN 6 37.5 610.49
1219 mm 8 52.5 468.44
2 10 67.5 294.47
Rbi
d0 =
Nbcap i =
Nbcap f =
dext =
nranduri =
nbuloane =
nb. active =
hmax =
Σ(h2) =
Nbmax i =
Nbmax f =
Rbi
d0 =
Nbcap i =
Nbcap f =
dext =
nranduri =
24 12 82.5 100.44
22 14 97.5 -100.44
1539 mm 16 112.5 -294.47
10.65830 18 127.5 -468.44
132kN 20 142.5 -610.49
5.20kN 22 157.5 -710.9324 172.5 -762.9226 187.5 -762.9228 202.5 -710.9330 217.5 -610.4932 232.5 -468.4434 247.5 -294.4736 262.5 -100.4438 277.5 100.44
BULON M 8 M 36 GRUPA 4.6 6.6 170 240M 10 5.6 210M 12 6.6 240M 16 8.8 410M 20M 24M 30M 42M 48
M = 2981kNmH = 153kNm
32 mm 2 α 7.5 x 883.38
194kN 4 22.5 823.18
145kN 6 37.5 706.88
1422 mm 8 52.5 542.41
2 10 67.5 340.97
24 12 82.5 116.30
22 14 97.5 -116.30
1782 mm 16 112.5 -340.97
14.28980 18 127.5 -542.41
186kN 20 142.5 -706.88
6.39kN 22 157.5 -823.1824 172.5 -883.3826 187.5 -883.3828 202.5 -823.1830 217.5 -706.8832 232.5 -542.4134 247.5 -340.9736 262.5 -116.3038 277.5 116.30
BULON M 8 M 36 GRUPA 4.6 OL 52 170 315
nbuloane =
nb. active =
hmax =
Σ(h2) =
Nbmax i =
Nbmax f =
Rbi
d0 =
Nbcap i =
Nbcap f =
dext =
nranduri =
nbuloane =
nb. active =
hmax =
Σ(h2) =
Nbmax i =
Nbmax f =
Rbi
M 10 5.6 210M 12 6.6 240M 16 OL 52 315M 20M 24M 30M 42M 48
M = 3644kNmH = 177kNm
32 mm 2 α 7.5 x 984.50
254kN 4 22.5 917.41
152kN 6 37.5 787.80
1626 mm 8 52.5 604.50
2 10 67.5 380.00
24 12 82.5 129.61
22 14 97.5 -129.61
1986 mm 16 112.5 -380.00
17.74881 18 127.5 -604.50
204kN 20 142.5 -787.80
7.36kN 22 157.5 -917.4124 172.5 -984.5026 187.5 -984.5028 202.5 -917.4130 217.5 -787.8032 232.5 -604.5034 247.5 -380.0036 262.5 -129.6138 277.5 129.61
d0 =
Nbcap i =
Nbcap f =
dext =
nranduri =
nbuloane =
nb. active =
hmax =
Σ(h2) =
Nbmax i =
Nbmax f =
130 180160180305
Σ
h 1.35 1.82842 1.82842
1.31 1.70646 3.53488
1.22 1.48276 5.01764
1.09 1.19323 6.21087
0.94 0.88142 7.09229
0.77 0.58925 7.68154
0.59 0.34854 8.03008
0.42 0.17569 8.20577
0.27 0.07057 8.27635
0.14 0.01969 8.29603
0.05 0.00267 8.298700.01 0.00003 8.298740.01 0.00003 8.298770.05 0.00267 8.301440.14 0.01969 8.321130.27 0.07057 8.391700.42 0.17569 8.567390.59 0.34854 8.915930.77 0.58925 9.50519
130 180160180305
Σ
h 1.53 2.34830 2.34830
1.48 2.19166 4.53996
1.38 1.90436 6.44432
1.24 1.53250 7.97682
1.06 1.13204 9.10886
Rbf
h2
Rbf
h2
0.87 0.75680 9.86566
0.67 0.44764 10.31330
0.48 0.22565 10.53895
0.30 0.09064 10.62958
0.16 0.02529 10.65487
0.06 0.00343 10.658300.01 0.00004 10.658340.01 0.00004 10.658390.06 0.00343 10.661820.16 0.02529 10.687100.30 0.09064 10.777740.48 0.22565 11.003390.67 0.44764 11.451030.87 0.75680 12.20783
130 180160180305
Σ
h 1.77 3.14842 3.14842
1.71 2.93840 6.08682
1.60 2.55321 8.64003
1.43 2.05465 10.69468
1.23 1.51775 12.21244
1.01 1.01465 13.22709
0.77 0.60016 13.82725
0.55 0.30253 14.12978
0.35 0.12152 14.25130
0.18 0.03390 14.28520
0.07 0.00460 14.289800.01 0.00006 14.289860.01 0.00006 14.289920.07 0.00460 14.294520.18 0.03390 14.328420.35 0.12152 14.449930.55 0.30253 14.752470.77 0.60016 15.352631.01 1.01465 16.36728
130 189
Rbf
h2
Rbf
160180189
Σ
h 1.98 3.91053 3.91053
1.91 3.64968 7.56020
1.78 3.17125 10.73145
1.60 2.55201 13.28346
1.37 1.88514 15.16860
1.12 1.26026 16.42886
0.86 0.74544 17.17429
0.61 0.37576 17.55006
0.39 0.15093 17.70099
0.21 0.04211 17.74310
0.08 0.00571 17.748810.01 0.00007 17.748880.01 0.00007 17.748950.08 0.00571 17.754670.21 0.04211 17.796770.39 0.15093 17.947710.61 0.37576 18.323470.86 0.74544 19.068911.12 1.26026 20.32917
h2
Recommended