stepenice
DESCRIPTION
cTRANSCRIPT
dpl= 15.00 cm(~elo)hst = 17.91 cm
qu (gazi{te)bst = 28 cm0.640
B cos ß = 0.842
Analiza optere}enja:1) S. te`. plo~e 4.45 kN/m2
A 2) Od stepenika 2.24 kN/m23) Obloga step. 1.20 kN/m2
2.95 m g = 7.89 kN/m'4) Korisno p = 2.50 kN/m2
Ag=Bg= 11.64 kN/m' qu =1.6g+1 17.12 kN/m'Ap=Bp= 3.69 kN/m'potr.Aa= 5.18 cm2 maxMu = 18.63 kNmpotr.Ap= 1.30 cm2
ea= 15.24 cm USVOJENO: Aa=ep= 38.58 cm Ap=
dpl= 15.00 cm(~elo)hst = 17.125 cm
(gazi{te)bst = 30 cm
qu qu1 0.571cos ß = 0.868
1 B Analiza optere}enja: deo A-11) S. te`.plo~e 4.32 KN/m22) Od stepenika 2.14 KN/m23) Obloga stepenika 1.20 KN/m2
A g = 7.66 KN/m22.20 1.40 4) Korisno p = 2.50 KN/m2
qu =1.6g+1.8p = 16.75 KN/m'Ag = 12.94 KN/m'Bg = 10.28 KN/m' Analiza optere}enja: deo 1-B
Ap =Bp = 4.5 KN/m' 1) S. te`.plo~e 3.75 KN/m22) Obloga stepenika 0.80 KN/m2
g = 4.55 KN/m2potr.Aa= 4.41 cm2 3) Korisno p = 2.50 KN/m2potr.Ap= 1.10 cm2 qu1 =1.6g+1.8p = 11.78 KN/m'
ea= 17.90 cm maxMu = 24.76 KNmep= 45.32 cm
USVOJENO: Aa =Ap =
POS ST 1 - A.B. STEPENI[TE; MB 30; RA 400/500;
tgß =
RF10/15 cmF 8/20 cm
POS ST 3 - A.B. STEPENI[TE; MB 30; RA 400/500;
tgß =
RF10/15 cmF 8/20cm
dpl= 15.00 cm(~elo)hst = 17.125 cm
qu1 qu (gazi{te)bst = 30 cm0.571
B cos ß = 0.868Analiza optere}enja: deo 1-B
1) St. te`.plo~e 4.32 KN/m22) Od stepenika 2.14 KN/m23) Obloga 1.20 KN/m2
A 1 g = 7.66 KN/m21.40 2.20 4) Korisno p = 2.50 KN/m2
qu =1.6g+1.8p = 16.75 KN/m'Ag = 10.28 KN/m'Bg = 12.94 KN/m' Analiza optere}enja: deo A-1
Ap =Bp = 4.50 KN/m' 1) St. te`.plo~e 3.75 KN/m22) Obloga 0.80 KN/m2
g = 4.55 KN/m2potr.Aa= 4.89 cm2 3) Korisno p = 2.50 KN/m2potr.Ap= 1.22 cm2 qu1 =1.6g+1.8p = 11.78 KN/m'
ea= 16.15 cm maxMu = 24.76 KNmep= 40.87 cm
USVOJENO: Aa =Ap =
POS ST 4 - A.B. STEPENI[TE - MB 30; RA 400/500;
tgß =
RF10/15 cmF 8/20cm
POS ST- AB stepeni{na plo~a , MB 20, GA 240/360 dpl = 18.00 cm
16.666 0.556
qu1 qu qu1 30
cos ß = 0.874F C
Analiza optere}enja: deo E-F1) Sop.te`.plo~e 5.15 KN/m2
A E 2) Od stepenika 2.25 KN/m21.00 3.00 m 1.00 3) Obloga stepenika 0.80 KN/m2
4) Korisno 2.50 KN/m2
Au = 39.40 KN/m' qu =1.6g+1 17.62 KN/m'Cu = 39.40 KN/m'
Analiza optere}enja:Deo A-E i F-C1) Sop.te`.plo~e 4.50 KN/m23) Obloga stepenika 0.80 KN/m24) Korisno 2.50 KN/m2
qu1 =1.6g+ 12.98 KN/m'
Mmax = 52.73 KNmh = 0.155 mfb= 14.00 Mpab = 1.00 mk = 2.526 18.451
Aa= 16.68 cm2Ap= 3.34 cm2ea= 9.23 cmep= 14.99 cm
USVOJENO: AAp=
tgß =
F 14 / 8cmF 8 /12cm
dpl = 18.00 cm
16.666 0.556
qu qu1 qu 30
cos ß = 0.874C
Analiza optere}enja:Deo A-E i F-C1) Sop.te`.plo~e 5.15 KN/m2
E F 2) Od stepenika 2.25 KN/m23) Obloga stepenika 0.96 KN/m2
A 4) Korisno 2.50 KN/m22.70 0.6 2.70
qu =1.6g+1 17.87 KN/m'
Au = 52.05 KN/m' Analiza optere}enja: deo E-FCu = 52.05 KN/m' 1) Sop.te`.plo~e 4.50 KN/m2
3) Obloga stepenika 0.60 KN/m24) Korisno 2.50 KN/m2
qu1 =1.6g+ 12.66 KN/m'
Mmax = 75.97 KNmh = 0.155 mfb= 20.50 Mpab = 1.00 mk = 2.546 16.926
Aa= 13.45 cm2Ap= 2.69 cm2ea= 11.45 cmep= 18.59 cm
USVOJENO: AAp=
dpl= 15.00 cm(~elo)hst = 15.83 cm
qu (gazi{te)bst = 30 cm0.528
B cos ß = 0.884
Analiza optere}enja:1) S. te`. plo~e 4.24 kN/m2
A 2) Od stepenika 1.98 kN/m23) Obloga step. 0.90 kN/m2
1.50 m g = 7.12 kN/m'4) Korisno p = 2.50 kN/m2
Ag=Bg= 5.34 kN/m' qu =1.6g+1 15.89 kN/m'Ap=Bp= 1.88 kN/m'
maxMu = 4.47 kNm
POS ST- AB STEPENI[TE , MB30 ,RA 400/500
tgß =
RF14/10 cmRF8/15 cm
POS ST 1 - A.B. STEPENI[TE; MB 30; RA 400/500;
tgß =
USVOJENO: Aa=Ap=
RF10/15 cmRF8/20 cm
dpl= 15.00 cm
Kao POS ST 4 USVOJENO: Aa =Ap = cm
POS ST 5 - A.B. STEPENI[TE - MB 30; RA 400/500;
RF 10 /15 cmF 8/20
Au =Bu= 25.26 kN/m'h = 0.125 m
fb = 20.50 Mpab = 1.00 mk = 4.147
8.092
TACNO
Au = 28.80 KN/m'Bu = 24.55 KN/m'
h = 0.125 mfb = 20.50 Mpab = 1.00 mk = 3.597
6.888
TACNO
Au = 24.55 KN/m'Bu = 28.80 KN/m'
h = 0.125 mfb = 20.50 Mpab = 1.00 mk = 3.597
7.638
VAZI SAMO AKO JE DEO A-E=DELU F-C
VAZI SAMO AKO JE DEO A-E=DELU F-C
Au =Bu= 11.92 kN/m'h = 0.125 m
fb = 20.50 Mpab = 1.00 mk = 8.466
8.092