incarcari si combinatii
TRANSCRIPT
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Incarcari si combinatii de incarcari
Hala
D(m)= 20.00 t(m)= 10.00
e1 (m)= 0.20 e2 (m)= 0.80
Incarcareval. caract.
kN/mpFund./coef. GF/coef. GS/coef.
A Permanente acoperis 0.90 0.81 1.215 0.90
A.1 gp invelitoare 0.40 0.90 1.35 1.00
A.2 gp pane si cv. 0.25 0.90 1.35 1.00
A.3 gp ferme 0.25 0.90 1.35 1.00
Incarcareval. caract.
kN/mFund./coef. GF/coef. GS/coef.
B Permanente cale derulare 3.90 3.51 5.265 3.90
B.1 gp gr. rulare 1.50 0.90 1.35 1.00
B.2 gp sina si prind. 0.70 0.90 1.35 1.00
B.3 gp gr. franare 0.80 0.90 1.35 1.00
B.4 gp cv.o.cal.rul. 0.40 0.90 1.35 1.00
B.5 gp balustrada 0.10 0.90 1.35 1.00
B.6 gp gr. sec. 0.40 0.90 1.35 1.00
Incarcareval. caract.
kN/mpFund./coef. GF/coef. GS/coef.
C Cvasipermanenteacoperis
1.20 1.08 1.62 1.20
C.1 spatiu tehnic 0.20 0.90 1.35 1.00
C.2 praf industrial 1.00 0.90 1.35 1.00
Incarcareval. caract.
kN/mFund./coef. GF/coef. GS/coef.
DCvasipermanente cale
de rulare0.20 0.18 0.27 0.20
D.1 spatiu tehnic 0.2 0.90 1.35 1.00
Incarcareval. caract.
kN/mp
Fund./coef. GF/coef. GS/coef.
E Zapada 1.49 2.235 0.60
E.1 zapada 1.49 1.50 0.40
Incarcareval. caract.
kNFund./coef. GF/coef. GS/coef.
FVert. mari gen. de
podurile rulante#REF! #REF! #REF! #REF!
F.1 verticale mari #REF! 1.50 1.50 0.40
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Incarcareval. caract.
kNFund./coef. GF/coef. GS/coef.
F'Vert. mari gen. de
podurile rulante#REF! #REF! #REF! #REF!
F'.1 verticale mari #REF! 1.50 1.50 0.40
Incarcare val. caract.kN
Fund./coef. GF/coef. GS/coef.
GVert. mici gen. de
podurile rulante#REF! #REF! #REF! #REF!
G.1 verticale mici #REF! 1.50 1.50 0.40
Incarcareval. caract.
kNFund./coef. GF/coef. GS/coef.
G'Vert. mici gen. de
podurile rulante#REF! #REF! #REF! #REF!
G.1 verticale mici #REF! 1.50 1.50 0.40
Incarcare val. caract.kN
Fund./coef. GF/coef. GS/coef.
HOriz. () din franarea
carucioarelor- st.#REF! #REF! #REF! #REF!
H.1oriz. din franarea
carucioarelor#REF! 1.50 1.50 0.40
Incarcareval. caract.
kNFund./coef. GF/coef. GS/coef.
IOriz. () din franarea
carucioarelor- dr.#REF! #REF! #REF! #REF!
I.1oriz. din franarea
carucioarelor#REF! 1.50 1.50 0.40
Incarcareval. caract.
kNFund./coef. GF/coef. GS/coef.
JOriz. () din franarea
carucioarelor- st.#REF! #REF! #REF! #REF!
J.1oriz. din franarea
carucioarelor#REF! 1.50 1.50 0.40
Incarcareval. caract.
kNFund./coef. GF/coef. GS/coef.
KOriz. () din franarea
carucioarelor- dr.#REF! #REF! #REF! #REF!
K.1oriz. din franarea
carucioarelor#REF! 1.50 1.50 0.40
H'Oriz. () din franarea
carucioarelor- st.#REF! #REF! #REF! #REF!
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H'.1oriz. din franarea
carucioarelor#REF! 1.50 1.50 0.40
Incarcareval. caract.
kNFund./coef. GF/coef. GS/coef.
I'Oriz. () din franarea
carucioarelor- dr.#REF! #REF! #REF! #REF!
I'.1oriz. din franarea
carucioarelor#REF! 1.50 1.50 0.40
Incarcareval. caract.
kNFund./coef. GF/coef. GS/coef.
K'Oriz. () din franarea
carucioarelor- dr.#REF! #REF! #REF! #REF!
K'.1oriz. din franarea
carucioarelor#REF! 1.50 1.50 0.40
Incarcare
val. caract.
kN Fund./coef. GF/coef. GS/coef.
J'Oriz. () din franarea
carucioarelor- st.#REF! #REF! #REF! #REF!
J'.1oriz. din franarea
carucioarelor#REF! 1.50 1.50 0.40
Incarcareval. caract.
kN/mpFund./coef. GF/coef. GS/coef.
L Vant ()
L.1 pres. distrib. pe fat. #REF! 1.00 1.00
L.2 suctiune #REF! 1.00 1.00
L.3 conc. presiune atic 0 1.00 1.00
L.4 conc. suctiune atic #REF! 1.00 1.00
Incarcareval. caract.
kN/mpFund./coef. GF/coef. GS/coef.
M Vant ()
M.1 pres. distrib. pe fat. #REF! 1.00 1.00
M.2 suctiune #REF! 1.00 1.00
M.3 conc. presiune atic 0 1.00 1.00
M.4 conc. suctiune atic 0 1.00 1.00
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Incarcareval. caract.
kN/mpFund./coef. GS/coef.
NG.S. gravitational la niv.
acoperis.3.59 2.696
N.1 gp invelitoare 0.40 1.00
N.2 gp pane si cv. 0.25 1.00
N.3 gp ferme 0.25 1.00
N.4 spatiu tehnic 0.20 1.00
N.5 praf industrial 1.00 1.00
N.6 zapada 1.49 0.40
Incarcareval. caract.
kN/mpFund./coef. GS/coef.
O
G.S. gravitational la niv.
caii de rulare (incl.
greutate poduri)
4.50 4.26
O.1 gp grinda rulare 1.50 1.00
O.2 gp sina si prind. 0.70 1.00
O.3 gp gr. franare 0.80 1.00
O.4 gp cv.o.cal.rul. 0.40 1.00
O.5 gp balustrada 0.10 1.00
O.6 gp gr. sec. 0.40 1.00
O.7 spatiu tehnic 0.20 1.00
O.8 circulatie pasarela 0.40 0.40
Incarcareval. caract.
kNGS/coef.
O.9gp pod rulant neincarcat
(cel mai greu)=(Pi-Q)/2
110.04 1.00
O'.9gp pod rulant neincarcat
(cel mai greu)=(Pi-Q)/299.74 1.00
Incarcareval. caract.
kNFund./coef. coef. GS S
PIncarcare seismica
aferenta unui cadru ()826.54 0.19 152.91
G1 (kN)= 130.12 G2 (kN)= 283.15
P' 816.24 0.19 151.0044G'1 (kN)= 124.97 G'2 (kN)= 283.15
QIncarcare seismica
aferenta unui cadru ()Fund./coef.
P.1G.S. gravitational la niv.
acoperis. (caz N)269.60 1.00
P.2G.S. gravitational la niv.
caii de rulare (caz O)97.62 1.00 92.47
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P.3 G2- pereti fatada 13.55 1.00
P.4 G1- pereti fatada 32.50 1.00
h3=hscaun+hpana+eT.S. (m)= 0.71
hscaun (m)= 0.30 inaltime scaun(ferma)
hpana (m)= 0.36 inaltime sectiune pana
eT.S. (m)= 0.05 excentricitate talpa superioara fer
h2=ls (m)= 4.00 ls= inaltime tronson superior(de la
h1=li - hgr.rul.+ hsina? (m)= 9.00 li=inaltime tronson inferior
pereti fatada (kN/mp)= 0.50 greutate proprie pereti de inchide
Combinatii de incarcari GF
Pentru calcul tronson
superior
I A+B+C+D+M+G+K* plus vant!!
I.A Permanente acoperis 121.50 1.00 M= Pe1
I.B Permanente cale de rulare 52.65 1.00 M= Pe2
I.C Cvasipermanente acoperis 162.00 1.00 M= Pe1
I.DCvasipermanente cale de
rulare2.70 1.00 M= Pe2
I.M Vant () din etabs 1.00
I.GVert. mici gen. de podurile
rulante#REF! 0.70 m= ve2
I.G'Vert. mici gen. de podurile
rulante#REF! 0.70 m= ve2
I.KOriz. () din franarea
carucioarelor- dr.#REF! 0.70 M= Hhs
I.K'Oriz. () din franarea
carucioarelor- dr.#REF! 0.70 M= Hhs
II A+B+C+D+M+G+K*+E plus vant!!
II.A Permanente acoperis 121.50 1.00 M= Pe1
II.B Permanente cale de rulare 52.65 1.00 M= Pe2
II.C Cvasipermanente acoperis 162.00 1.00 M= Pe1
II.DCvasipermanente cale de
rulare2.70 1.00 M= Pe2
II.M Vant () din etabs 0.70
I.GVert. mici gen. de podurile
rulante#REF! 0.70 m= ve2
I.G' Vert. mici gen. de podurilerulante #REF! 0.70 m= ve2
II.KOriz. () din franarea
carucioarelor- dr.#REF! 0.70 M= Hhs
I.K'Oriz. () din franarea
carucioarelor- dr.#REF! 0.70 M= Hhs
II.E Zapada 223.50 1.00 M= Pe1
Combinatii de incarcari GF
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Pentru calcul tronson
inferior
III A+B+C+D+L+F+I* plus vant!!
III.A Permanente acoperis 121.50 1.00 M= Pe1
III.B Permanente cale de rulare 52.65 1.00 M= Pe2
III.C Cvasipermanente acoperis 162.00 1.00 M= Pe1
III.DCvasipermanente cale de
rulare2.70 1.00 M= Pe2
III.L Vant () din etabs 0.70
III.FVert. mari gen. de podurile
rulante#REF! 1.00 M= Ve2
III.F'Vert. mari gen. de podurile
rulante#REF! 1.00 M= Ve2
III.IOriz. () din franarea
carucioarelor- dr.#REF! 0.70 M= Hhs
III.I'Oriz. () din franarea
carucioarelor- dr.#REF! 0.70 M= Hhs
IV A+B+C+D+M+G+K* plus vant!!
IV.A Permanente acoperis 121.50 1.00 M= Pe1
IV.B Permanente cale de rulare 52.65 1.00 M= Pe2
IV.C Cvasipermanente acoperis 162.00 1.00 M= Pe1
IV.DCvasipermanente cale de
rulare2.70 1.00 M= Pe2
IV.M Vant () din etabs 1.00
I.GVert. mici gen. de podurile
rulante#REF! 0.70 m= ve2
I.G'
Vert. mici gen. de podurile
rulante #REF! 0.70 m= ve2
IV.KOriz. () din franarea
carucioarelor- dr.#REF! 0.70 M= Hhs
I.K'Oriz. () din franarea
carucioarelor- dr.#REF! 0.70 M= Hhs
Combinatii de incarcari GSPentru calcul tronson
inferior
V N+O+P
V.NG.S. gravitational la niv.
acoperis.269.60 M= Pe1
V.O
G.S. gravitational la niv.
caii de rulare (incl.
greutate poduri)
97.62 M= Pe2
V.O'
G.S. gravitational la niv.
caii de rulare (incl.
greutate poduri)
92.47 M= Pe2
V.P.1Incarcare seismica
aferenta unui cadru18.45
V.P.2Incarcare seismica
aferenta unui cadru58.00
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Pentru calcul tronson
superior
VI N+O+Q
VI.NG.S. gravitational la niv.
acoperis.269.60 M= Pe1
VI.O
G.S. gravitational la niv.
caii de rulare (incl.
greutate poduri)
97.62 M= Pe2
V.O'
G.S. gravitational la niv.
caii de rulare (incl.
greutate poduri)
92.47 M= Pe2
VI.Q.1Incarcare seismica
aferenta unui cadru17.50
VI.Q.2Incarcare seismica
aferenta unui cadru57.28
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hs(m)- inaltimea de la baza stalpului pana la nivelul sinei caii de rulare
hp(m)= 0.90 inaltime parapet
GF GS
P= p(tD)/2
(kN)121.50 90.00
M= Pe1(kNm)
fundatii 81.00
GF GS
P= pt(kN) 52.65 19.50M= Pe
2(kNm)
fundatii 35.1
GF GS
P= p(tD)/2(kN)
162.00 120.00 M= Pe1(kNm)
fundatii 108.00
GF GS
P= pt
(kN)2.70 1.00
M= Pe2(kNm)
fundatii 2.7
GF GS
P= p(tD)/2
(kN)223.50 59.60
M= Pe1(kNm)
GF GS
V (kN)= #REF! #REF!M= Ve2(kNm)
fundatii #REF!
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GF GS
V (kN)= #REF! #REF!M= Ve2
(kNm)
fundatii #REF!
GF GS
v (kN)= #REF! #REF!m= ve2(kNm)
fundatii #REF!
GF GS
v (kN)= #REF! #REF!m= ve2(kNm)
fundatii #REF!
GF GS
H (kN)= #REF! #REF!M= Hhs
(kNm)
fundatii #REF!
GF GS
H (kN)= #REF! #REF!M= Hhs(kNm)
fundatii #REF!
GF GS
H (kN)= #REF! #REF!M= Hhs(kNm)
fundatii #REF!
GF GS
H (kN)= #REF! #REF!M= Hhs
(kNm)
fundatii #REF!
H (kN)= #REF! #REF!M= Hhs(kNm)
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fundatii #REF!
GF GS
H (kN)= #REF! #REF!M= Hhs
(kNm)
fundatii #REF!
GF GS
H (kN)= #REF! #REF!M= Hhs
(kNm)
fundatii #REF!
GF GS
H (kN)= #REF! #REF!M= Hhs(kNm)
fundatii #REF!
GF GS
V1= V1t
(kN/m)
#REF! #REF!
V2= V1t
(kN/m)#REF! #REF!
V3= V3thp(kN)
#REF! #REF!
V4= V4thp(kN)
#REF! #REF!
GF GS
V1= V1t
(kN/m) #REF! #REF!
V2= V1t
(kN/m)#REF! #REF!
V3= V3thp
(kN)#REF! #REF!
V4= V4thp(kN)
#REF! #REF!
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GS
P= p(tD)/2
(kN)269.60
M= Pe1
(kNm)
GS
P= pt+Gpod/2
(kN)97.62
M= Pe2
(kNm)
P= pt+Gpod/2
(kN)92.47
M= Pe2(kNm)
S1(i) =(G1h1/Gihi)S (kN)= 18.45 Gihi= 9704.06
S2(s) =(G2h2/Gihi)S (kN)= 58.00 G'ihi= 9611.36
S'1(i) (kN) = 17.50S2(i) (kN) = 57.28
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ma (cornier?)
nivelul contravantuirii orizontale a caii de rulare)
e