program pnb
77
L= 10 pocetni pred pocetak ojacani kraj pred d1= 63 [cm] d1= 0 [cm] d1= 63 [cm] Dp= 5 [cm] ΔDp= 7 [cm] Dp= 5 [cm] b1(B)= 18 [cm] b1(B)= 0 [cm] b1(B)= 18 [cm] b2= 143 [cm] b2= 143 [cm] b2= 22 [cm] A= 1849 A= 1001 A= 1244 gA= 4.6225 [kN / m] RA= 20.59167 [kN] G= 38.6625 [kN] gB= 3.11 [kN / m] RB= 18.07083 [kN] G= 3.86625 [tona] 2.5025 [kN / m] ΔRA= 8.983333 [kN] ΔgB= 0.385 [kN / m] ΔRB= 5.454167 [kN] x L-x qX qA-qX Mgx qX qA-qX qX 0 10 4.6225 0 0 2.5025 0 0 25.74 0.5 9.5 4.546875 0.075625 9.721172 2.396625 0.105875 4.183266 24.651 1 9 4.47125 0.15125 18.30563 2.29075 0.21175 7.767375 23.562 1.5 8.5 4.395625 0.226875 25.77227 2.184875 0.317625 10.7788 22.473 1.75 8.25 4.357813 0.264688 29.09231 2.131938 0.370563 12.07802 21.9285 2 8 4.32 0.3025 32.14 2.079 0.4235 13.244 21.384 2.5 7.5 4.244375 0.378125 37.42773 1.973125 0.529375 15.18945 20.295 3 7 4.16875 0.45375 41.65438 1.86725 0.63525 16.64163 19.206 3.5 6.5 4.093125 0.529375 44.83883 1.761375 0.741125 17.62698 18.117 4 6 4.0175 0.605 47 1.6555 0.847 18.172 17.028 4.5 5.5 3.941875 0.680625 48.1568 1.549625 0.952875 18.30314 15.939 5 5 3.86625 0.75625 48.32813 1.44375 1.05875 18.04688 14.85 5.5 4.5 3.790625 0.831875 47.53289 1.337875 1.164625 17.42967 13.761 6 4 3.715 0.9075 45.79 1.232 1.2705 16.478 12.672 6.5 3.5 3.639375 0.983125 43.11836 1.126125 1.376375 15.21833 11.583 7 3 3.56375 1.05875 39.53688 1.02025 1.48225 13.67713 10.494 7.5 2.5 3.488125 1.134375 35.06445 0.914375 1.588125 11.88086 9.405 8 2 3.4125 1.21 29.72 0.8085 1.694 9.856 8.316 8.25 1.75 3.374688 1.247813 26.72667 0.755563 1.746938 8.766119 7.7715 8.5 1.5 3.336875 1.285625 23.52242 0.702625 1.799875 7.629016 7.227 9 1 3.26125 1.36125 16.49063 0.59675 1.90575 5.226375 6.138 9.5 0.5 3.185625 1.436875 8.643516 0.490875 2.011625 2.674547 5.049 9.75 0.25 3.147813 1.474688 4.420127 0.437938 2.064563 1.350959 4.5045 10 0 3.11 1.5125 0 0.385 2.1175 0 3.96 [cm²] [cm²] [cm²] ΔgA= MΔgx
description
koruba 10m, promenljivog preseka
Transcript of program pnb
L= 10pocetni pred pocetak ojacani kraj pred kraj ojacani
d1= 63 [cm] d1= 0 [cm] d1= 63 [cm] d1=Dp= 5 [cm] ΔDp= 7 [cm] Dp= 5 [cm] ΔDp=
b1(B)= 18 [cm] b1(B)= 0 [cm] b1(B)= 18 [cm] b1(B)=b2= 143 [cm] b2= 143 [cm] b2= 22 [cm] b2=
A= 1849 A= 1001 A= 1244 A=
gA= 4.6225 [kN / m] RA= 20.59167 [kN] G= 38.6625 [kN] G zemlje=gB= 3.11 [kN / m] RB= 18.07083 [kN] G= 3.86625 [tona]
2.5025 [kN / m] ΔRA= 8.983333 [kN] gZ.A=ΔgB= 0.385 [kN / m] ΔRB= 5.454167 [kN] gZ.B=
x L-x qX qA-qX Mgx qX qA-qX qX qA-qX0 10 4.6225 0 0 2.5025 0 0 25.74 0
0.5 9.5 4.546875 0.075625 9.721172 2.396625 0.105875 4.183266 24.651 1.0891 9 4.47125 0.15125 18.30563 2.29075 0.21175 7.767375 23.562 2.178
1.5 8.5 4.395625 0.226875 25.77227 2.184875 0.317625 10.7788 22.473 3.2671.75 8.25 4.357813 0.264687 29.09231 2.131938 0.370562 12.07802 21.9285 3.8115
2 8 4.32 0.3025 32.14 2.079 0.4235 13.244 21.384 4.3562.5 7.5 4.244375 0.378125 37.42773 1.973125 0.529375 15.18945 20.295 5.4453 7 4.16875 0.45375 41.65438 1.86725 0.63525 16.64162 19.206 6.534
3.5 6.5 4.093125 0.529375 44.83883 1.761375 0.741125 17.62698 18.117 7.6234 6 4.0175 0.605 47 1.6555 0.847 18.172 17.028 8.712
4.5 5.5 3.941875 0.680625 48.1568 1.549625 0.952875 18.30314 15.939 9.8015 5 3.86625 0.75625 48.32813 1.44375 1.05875 18.04688 14.85 10.89
5.5 4.5 3.790625 0.831875 47.53289 1.337875 1.164625 17.42967 13.761 11.9796 4 3.715 0.9075 45.79 1.232 1.2705 16.478 12.672 13.068
6.5 3.5 3.639375 0.983125 43.11836 1.126125 1.376375 15.21833 11.583 14.1577 3 3.56375 1.05875 39.53688 1.02025 1.48225 13.67713 10.494 15.246
7.5 2.5 3.488125 1.134375 35.06445 0.914375 1.588125 11.88086 9.405 16.3358 2 3.4125 1.21 29.72 0.8085 1.694 9.856 8.316 17.424
8.25 1.75 3.374688 1.247813 26.72667 0.755562 1.746938 8.766119 7.7715 17.96858.5 1.5 3.336875 1.285625 23.52242 0.702625 1.799875 7.629016 7.227 18.5139 1 3.26125 1.36125 16.49062 0.59675 1.90575 5.226375 6.138 19.602
9.5 0.5 3.185625 1.436875 8.643516 0.490875 2.011625 2.674547 5.049 20.6919.75 0.25 3.147812 1.474688 4.420127 0.437938 2.064563 1.350959 4.5045 21.235510 0 3.11 1.5125 0 0.385 2.1175 0 3.96 21.78
[cm²] [cm²] [cm²]
ΔgA=
MΔgx
kraj ojacani0 [cm]7 [cm]0 [cm]
22 [cm]154
18 [kN / m²] P= 2 [kN / m²]
25.74 [kN / m] RZ.A= 92.4 [kN] gZ.A= 2.86 [kN / m] RZ.A= 10.266673.96 [kN / m] RZ.B= 56.1 [kN] gZ.B= 0.44 [kN / m] RZ.B= 6.233333
MZx qX qA-qX MPx M max B0 2.86 0 0 0 143
43.02788 2.739 0.121 4.780875 61.71319 136.9579.893 2.618 0.242 8.877 114.843 130.9
110.8676 2.497 0.363 12.31863 159.7373 124.85124.2311 2.4365 0.4235 13.80345 179.2049 121.825
136.224 2.376 0.484 15.136 196.744 118.8156.2344 2.255 0.605 17.35938 226.2109 112.75
171.171 2.134 0.726 19.019 248.486 106.7181.3061 2.013 0.847 20.14513 263.9171 100.65
186.912 1.892 0.968 20.768 272.852 94.6188.2609 1.771 1.089 20.91788 275.6387 88.55
185.625 1.65 1.21 20.625 272.625 82.5179.2766 1.529 1.331 19.91963 264.1588 76.45
169.488 1.408 1.452 18.832 250.588 70.4156.5314 1.287 1.573 17.39238 232.2604 64.35
140.679 1.166 1.694 15.631 209.524 58.3122.2031 1.045 1.815 13.57813 182.7266 52.25
101.376 0.924 1.936 11.264 152.216 46.290.1658 0.8635 1.9965 10.01842 135.677 43.175
78.46988 0.803 2.057 8.718875 118.3402 40.1553.757 0.682 2.178 5.973 81.447 34.1
27.50963 0.561 2.299 3.056625 41.88431 28.0513.89558 0.5005 2.3595 1.543953 21.21062 25.025
0 0.44 2.42 0 0 22
[cm²]
[kN][kN]
MALI A1 1134 P00= 575 W k. M=TIP T A2 715 P0= 560.908 [kN] W k. V=
d1= 63 [cm] ZT 44.64765 ak= 38 [cm]Dp= 5 [cm] η= 0.858744 η=
b1(B)= 18 [cm] SILE U PRESEKU Pt= 481.6765 [kN] ηr=b2= 143 [cm] Mmin= 0 [kNm] ek= 6.647647 [cm] ηe=
A= 1849 0 [kNm] KABLOVII= 883481 Mz= 0 [kNm]
W1= 19788 Mp= 0 [kNm] 0-0W2= 37833 Mmax= 0 [kNm] σc1,00= 0 1.61k1= 20.46 [cm] σc2,00= 0 0k2= 10.70 [cm] σck,00= 0
VELIKI A1 1134 0Dp= 10 [cm] A2 1430 σc1,0= 0.491792 < 1.61
Anovo= 2564 σc2,0= 0.204799 > 0I= 1229578 σck,0= 0.331414
Zt= 51.856864 [cm] 1W1= 23711.00 Na spoju σc1,I= 0.422324 > 0.1W2= 58154.96 W2s= 76167.24 σc2,I= 0.17587 > 0k1= 22.68 [cm] σck,I= 0.2846k2= 9.25 [cm]
14.25027
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσc,p(60)=Δσc,p(365)=
Δσp=
132901.3 t=0 mali presek88734.23 Δel= 0.980167 dm= 8.763033 [cm]
Ap= 5.56 εs∞= 0.4 *10-30.858744 Ep= 19500 mali presek
0.99523 0.975492 0.7x Ec= 3230 dm= 8.763033 [cm]0.980167 Ec= 3600 ϕ(5)/ϕ∞= 3.1
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.290323
2 σpi= 103.4173 ϕ(90)/ϕ∞= 2σc1,II= 0.422324 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞ 1.3σc2,II= 0.17587 > 0 0.00477 ϕ(t,t0)= 3.1σck,II= 0.2846 Δσpr= 0.493261
σc,gore,II= 0 1.3 t=57 godina σpi 0 = 103.41733 P0= 560.908 [kN] σpi r = 102.924
σc1,III= 0.422324 > 0.1 σpi= 100.8827 σpi r,e= 100.8827σc2,III= 0.17587 > 0 μ= 0.569959 σpi uk= 86.63246σck,III= 0.2846 0.021903
σc,gore,III= 0 1.3 2.209657KABLOVI Koef. sigurnosti od p.p.
σc,p(5)= 0.331414 σc1,t= 0.4223240 0.2457930 jama= #DIV/0!
σc,p= 0.331414 #DIV/0!
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
MALI A1 1134 P00= 575 W k. M=TIP T A2 684.75 P0= 561.0558 [kN] W k. V=
d1= 63 [cm] ZT 44.30082 ak= 38 [cm]Dp= 5 [cm] η= 0.863593 η=
b1(B)= 18 [cm] SILE U PRESEKU Pt= 484.5236 [kN] ηr=b2= 136.95 [cm] Mmin= 9.721172 [kNm] ek= 6.300825 [cm] ηe=
A= 1819 4.183266 [kNm] KABLOVII= 870046 Mz= 43.02788 [kNm]
W1= 19639 Mp= 4.780875 [kNm] 0-0W2= 36712 Mmax= 61.71319 [kNm] σc1,00= -0.049498 1.61k1= 20.19 [cm] σc2,00= 0.02648 0k2= 10.80 [cm] σck,00= 0.00704
VELIKI A1 1134 0Dp= 10 [cm] A2 1369.5 σc1,0= 0.438986 < 1.61
Anovo= 2503.5 σc2,0= 0.238671 > 0I= 1212927 σck,0= 0.327045
Zt= 51.466747 [cm] 1W1= 23567.19 Na spoju σc1,I= 0.351053 > 0.1W2= 56328.07 W2s= 73362.85 σc2,I= 0.221121 > 0k1= 22.50 [cm] σck,I= 0.278444k2= 9.41 [cm]
13.76477
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
138084.40908 t=0 mali presek90068.273114 Δel= 0.980425 dm= 8.874116 [cm]
Ap= 5.56 εs∞= 0.4 *10-30.8635926333 Ep= 19500 mali presek0.9952303771 0.975749 0.7x Ec= 3230 dm= 8.874116 [cm]0.9804254495 Ec= 3600 ϕ(5)/ϕ∞= 3.1
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.290323
2 σpi= 103.4173 ϕ(90)/ϕ∞= 2σc1,II= 0.168478 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞ 1.3σc2,II= 0.279772 > 0 0.00477 ϕ(t,t0)= 3.420165σck,II= 0.230672 Δσpr= 0.493261
σc,gore,II= 0.076388 1.3 t=57 godina σpi 0 = 103.41733 P0= 561.0558 [kN] σpi r = 102.924
σc1,III= 0.148192 > 0.1 σpi= 100.9093 σpi r,e= 100.9093σc2,III= 0.286289 > 0 μ= 0.570109 σpi uk= 87.14454σck,III= 0.225364 0.021918
σc,gore,III= 0.084876 1.3 2.211713KABLOVI Koef. sigurnosti od p.p.
σc,p(5)= 0.327045 σc1,t= 0.421852-0.003029 0.245793-0.047773 jama= 2.942136
σc,p= 0.276243 2.124699
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
MALI A1 1134 P00= 862.5 W k. M=TIP T A2 654.5 P0= 824.0865 [kN] W k. V=
d1= 63 [cm] ZT 43.94227 ak= 28.667 [cm]Dp= 5 [cm] η= 0.830931 η=
b1(B)= 18 [cm] SILE U PRESEKU Pt= 684.7587 [kN] ηr=b2= 130.9 [cm] Mmin= 18.30563 [kNm] ek= 15.27527 [cm] ηe=
A= 1789 7.767375 [kNm] KABLOVII= 856158 Mz= 79.893 [kNm]
W1= 19484 Mp= 8.877 [kNm] 0-0W2= 35588 Mmax= 114.843 [kNm] σc1,00= -0.093954 1.61k1= 19.90 [cm] σc2,00= 0.051438 0k2= 10.89 [cm] σck,00= 0.03266
VELIKI A1 1134 0Dp= 10 [cm] A2 1309 σc1,0= 1.012902 < 1.61
Anovo= 2443 σc2,0= 0.158486 > 0I= 1195475 σck,0= 0.652703
Zt= 51.057307 [cm] 1W1= 23414.38 Na spoju σc1,I= 0.785901 > 0.1W2= 54481.70 W2s= 70559.93 σc2,I= 0.162213 > 0k1= 22.30 [cm] σck,I= 0.52297k2= 9.58 [cm]
1.1068550.107047 16.70596
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
56048.64613 t=0 mali presek53392.53867 Δel= 0.960042 dm= 8.991956 [cm]
Ap= 8.34 εs∞= 0.4 *10-30.830930668 Ep= 19500 mali presek0.995230377 0.955463 0.7x Ec= 3230 dm= 8.991956 [cm]0.960041594 Ec= 3600 ϕ(5)/ϕ∞= 3.1
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.290323
2 σpi= 103.4173 ϕ(90)/ϕ∞= 2σc1,II= 0.444687 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞ 1.3σc2,II= 0.27544 > 0 0.00477 ϕ(t,t0)= 3.673496σck,II= 0.373337 Δσpr= 0.493261
σc,gore,II= 0.146642 1.3 t=57 godina σpi 0 = 103.41733 P0= 824.0865 [kN] σpi r = 102.924
σc1,III= 0.406775 > 0.1 σpi= 98.81133 σpi r,e= 98.81133σc2,III= 0.288021 > 0 μ= 0.558256 σpi uk= 82.10536σck,III= 0.356711 0.020794
σc,gore,III= 0.162935 1.3 2.054724KABLOVI Koef. sigurnosti od p.p.
σc,p(5)= 0.652703 σc1,t= 0.91972-0.013858 0.245793-0.149633 jama= 2.721241
σc,p= 0.489211 1.977352
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
MALI A1 1134 P00= 862.5TIP T A2 624.25 P0= 824.6975 [kN]
d1= 63 [cm] ZT 43.57138 ak= 28.667 [cm]Dp= 5 [cm] η= 0.838413
b1(B)= 18 [cm] SILE U PRESEKU Pt= 691.4375 [kN]b2= 124.85 [cm] Mmin= 25.77227 [kNm] ek= 14.90438 [cm]
A= 1758 10.7788 [kNm] KABLOVII= 841795 Mz= 110.8676 [kNm]
W1= 19320 Mp= 12.31863 [kNm] 0-0W2= 34459 Mmax= 159.7373 [kNm] σc1,00= -0.133397k1= 19.60 [cm] σc2,00= 0.07479k2= 10.99 [cm] σck,00= 0.045631
VELIKI A1 1134 0Dp= 10 [cm] A2 1248.5 σc1,0= 0.971861 <
Anovo= 2382.5 σc2,0= 0.187136 >I= 1177163 σck,0= 0.641042
Zt= 50.627072 [cm] 1W1= 23251.66 Na spoju σc1,I= 0.737475 >W2= 52615.52 W2s= 67758.49 σc2,I= 0.200263 >k1= 22.08 [cm] σck,I= 0.511001k2= 9.76 [cm]
15.97842
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 56479.72 t=0 mali presekW k. V= 53604.71 Δel= 0.960753 dm= 9.11719
Ap= 8.34 εs∞= 0.4η= 0.838413 Ep= 19500 mali presek
ηr= 0.99523 0.956171 0.7x Ec= 3230 dm= 9.11719ηe= 0.960753 Ec= 3600 ϕ(5)/ϕ∞= 3.1
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.290323
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞= 21.61 σc1,II= 0.260659 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞ 1.3
0 σc2,II= 0.363884 > 0 0.00477 ϕ(t,t0)= 4.034004σck,II= 0.304176 Δσpr= 0.493261
0 σc,gore,II= 0.210713 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 824.6975 [kN] σpi r = 102.924
0 σc1,III= 0.20768 > 0.1 σpi= 98.88459 σpi r,e= 98.88459σc2,III= 0.382064 > 0 μ= 0.55867 σpi uk= 82.90617
1 σck,III= 0.281196 0.0208330.1σc,gore,III= 0.234125 1.3 2.060029
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 0.641042 σc1,t= 0.926664
-0.019084 0.245793-0.206824 jama= 1.855938
σc,p= 0.415133 1.418063
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 862.5 W k. M=TIP T A2 609.125 P0= 824.9609 [kN] W k. V=
d1= 63 [cm] ZT 43.3811 ak= 28.667 [cm]Dp= 5 [cm] η= 0.841748 η=
b1(B)= 18 [cm] SILE U PRESEKU Pt= 694.4089 [kN] ηr=b2= 121.825 [cm] Mmin= 29.09231 [kNm] ek= 14.7141 [cm] ηe=
A= 1743 12.07802 [kNm] KABLOVII= 834427 Mz= 124.2311 [kNm]
W1= 19235 Mp= 13.80345 [kNm] 0-0W2= 33894 Mmax= 179.2049 [kNm] σc1,00= -0.151248 1.61k1= 19.44 [cm] σc2,00= 0.085834 0k2= 11.03 [cm] σck,00= 0.051301
VELIKI A1 1134 0Dp= 10 [cm] A2 1218.25 σc1,0= 0.95309 < 1.61
Anovo= 2352.25 σc2,0= 0.200964 > 0I= 1167664 σck,0= 0.636013
Zt= 50.403656 [cm] 1W1= 23166.25 Na spoju σc1,I= 0.715533 > 0.1W2= 51674.90 W2s= 66358.32 σc2,I= 0.218379 > 0k1= 21.97 [cm] σck,I= 0.505946k2= 9.85 [cm]
15.65372
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσc,p(60)=Δσc,p(365)=
Δσp=
56709.36 t=0 mali presek53718.65 Δel= 0.96106 dm= 9.1828 [cm]
Ap= 8.34 εs∞= 0.4 *10-30.841748 Ep= 19500 mali presek
0.99523 0.956476 0.7x Ec= 3230 dm= 9.1828 [cm]0.96106 Ec= 3600 ϕ(5)/ϕ∞= 3.1
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.290323
2 σpi= 103.4173 ϕ(90)/ϕ∞= 2σc1,II= 0.179274 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞ 1.3σc2,II= 0.405592 > 0 0.00477 ϕ(t,t0)= 4.230562σck,II= 0.274684 Δσpr= 0.493261
σc,gore,II= 0.240409 1.3 t=57 godina σpi 0 = 103.41733 P0= 824.9609 [kN] σpi r = 102.924
σc1,III= 0.11969 > 0.1 σpi= 98.91617 σpi r,e= 98.91617σc2,III= 0.426393 > 0 μ= 0.558848 σpi uk= 83.26245σck,III= 0.248988 0.020849
σc,gore,III= 0.267121 1.3 2.06232KABLOVI Koef. sigurnosti od p.p.
σc,p(5)= 0.636013 σc1,t= 0.929574-0.021298 0.245793-0.231262 jama= 1.613387
σc,p= 0.383453 1.26157
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
MALI A1 1134 P00= 1150TIP T A2 594 P0= 1067.451 [kN]
d1= 63 [cm] ZT 43.1875 ak= 23 [cm]Dp= 5 [cm] η= 0.798541
b1(B)= 18 [cm] SILE U PRESEKU Pt= 852.4036 [kN]b2= 118.8 [cm] Mmin= 32.14 [kNm] ek= 20.1875 [cm]
A= 1728 13.244 [kNm] KABLOVII= 826931 Mz= 136.224 [kNm]
W1= 19147 Mp= 15.136 [kNm] 0-0W2= 33327 Mmax= 196.744 [kNm] σc1,00= -0.167855k1= 19.29 [cm] σc2,00= 0.096438k2= 11.08 [cm] σck,00= 0.078462
VELIKI A1 1134 0Dp= 10 [cm] A2 1188 σc1,0= 1.575315 <
Anovo= 2322 σc2,0= 0.067582 >I= 1157923 σck,0= 1.065346
Zt= 50.174419 [cm] 1W1= 23077.96 Na spoju σc1,I= 1.154969 >W2= 50729.19 W2s= 64958.52 σc2,I= 0.113134 >k1= 21.85 [cm] σck,I= 0.802584k2= 9.94 [cm]
19.33882
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 40962.54 t=0 mali presekW k. V= 42610.79 Δel= 0.932667 dm= 9.250535
Ap= 11.12 εs∞= 0.4η= 0.798541 Ep= 19500 mali presek
ηr= 0.99523 0.928219 0.7x Ec= 3230 dm= 9.250535ηe= 0.932667 Ec= 3600 ϕ(5)/ϕ∞= 3.1
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.290323
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞= 21.61 σc1,II= 0.564692 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞ 1.3
0 σc2,II= 0.322844 > 0 0.00477 ϕ(t,t0)= 3.943417σck,II= 0.48289 Δσpr= 0.493261
0 σc,gore,II= 0.268532 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 1067.451 [kN] σpi r = 102.924
0 σc1,III= 0.499105 > 0.1 σpi= 95.99382 σpi r,e= 95.99382σc2,III= 0.346145 > 0 μ= 0.542338 σpi uk= 76.655
1 σck,III= 0.447369 0.0193760.1σc,gore,III= 0.298369 1.3 1.859954
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 1.065346 σc1,t= 1.391993
-0.032332 0.245793-0.319694 jama= 2.135751
σc,p= 0.713321 1.593921
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 1150TIP T A2 563.75 P0= 1068.305 [kN]
d1= 63 [cm] ZT 42.78994 ak= 23 [cm]Dp= 5 [cm] η= 0.805223
b1(B)= 18 [cm] SILE U PRESEKU Pt= 860.224 [kN]b2= 112.75 [cm] Mmin= 37.42773 [kNm] ek= 19.78994 [cm]
A= 1698 15.18945 [kNm] KABLOVII= 811540 Mz= 156.2344 [kNm]
W1= 18966 Mp= 17.35938 [kNm] 0-0W2= 32191 Mmax= 226.2109 [kNm] σc1,00= -0.197345k1= 18.96 [cm] σc2,00= 0.116267k2= 11.17 [cm] σck,00= 0.09127
VELIKI A1 1134 0Dp= 10 [cm] A2 1127.5 σc1,0= 1.546639 <
Anovo= 2261.5 σc2,0= 0.088759 >I= 1137681 σck,0= 1.053532
Zt= 49.697546 [cm] 1W1= 22892.10 Na spoju σc1,I= 1.126861 >W2= 48822.37 W2s= 62160.02 σc2,I= 0.141302 >k1= 21.59 [cm] σck,I= 0.79351k2= 10.12 [cm]
18.71237
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 41007.7 t=0 mali presekW k. V= 42613.69 Δel= 0.933413 dm= 9.392808
Ap= 11.12 εs∞= 0.4η= 0.805223 Ep= 19500 mali presek
ηr= 0.99523 0.928961 0.7x Ec= 3230 dm= 9.392808ηe= 0.933413 Ec= 3600 ϕ(5)/ϕ∞= 3.1
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.290323
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞= 21.61 σc1,II= 0.444379 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞ 1.3
0 σc2,II= 0.392645 > 0 0.00477 ϕ(t,t0)= 4.161646σck,II= 0.426881 Δσpr= 0.493261
0 σc,gore,II= 0.320006 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 1068.305 [kN] σpi r = 102.924
0 σc1,III= 0.368548 > 0.1 σpi= 96.07064 σpi r,e= 96.07064σc2,III= 0.420572 > 0 μ= 0.542772 σpi uk= 77.35827
1 σck,III= 0.386144 0.0194130.1σc,gore,III= 0.355562 1.3 1.865032
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 1.053532 σc1,t= 1.404295
-0.03704 0.245793-0.36663 jama= 1.810141
σc,p= 0.649862 1.383444
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 1150TIP T A2 533.5 P0= 1068.983 [kN]
d1= 63 [cm] ZT 42.37796 ak= 23 [cm]Dp= 5 [cm] η= 0.810443
b1(B)= 18 [cm] SILE U PRESEKU Pt= 866.3502 [kN]b2= 106.7 [cm] Mmin= 41.65438 [kNm] ek= 19.37796 [cm]
A= 1668 16.64162 [kNm] KABLOVII= 795593 Mz= 171.171 [kNm]
W1= 18774 Mp= 19.019 [kNm] 0-0W2= 31051 Mmax= 248.486 [kNm] σc1,00= -0.221876k1= 18.62 [cm] σc2,00= 0.134148k2= 11.26 [cm] σck,00= 0.101456
VELIKI A1 1134 0Dp= 10 [cm] A2 1067 σc1,0= 1.522582 <
Anovo= 2201 σc2,0= 0.1081 >I= 1116353 σck,0= 1.044154
Zt= 49.194457 [cm] 1W1= 22692.67 Na spoju σc1,I= 1.103265 >W2= 46894.69 W2s= 59363 σc2,I= 0.166632 >k1= 21.31 [cm] σck,I= 0.786463k2= 10.31 [cm]
18.22241
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 41056.57 t=0 mali presekW k. V= 42617.93 Δel= 0.934006 dm= 9.544934
Ap= 11.12 εs∞= 0.4η= 0.810443 Ep= 19500 mali presek
ηr= 0.99523 0.929551 0.7x Ec= 3230 dm= 9.544934ηe= 0.934006 Ec= 3600 ϕ(5)/ϕ∞= 3.1
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.290323
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞= 21.61 σc1,II= 0.348964 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞ 1.3
0 σc2,II= 0.454978 > 0 0.00477 ϕ(t,t0)= 4.355477σck,II= 0.384822 Δσpr= 0.493261
0 σc,gore,II= 0.365012 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 1068.983 [kN] σpi r = 102.924
0 σc1,III= 0.265153 > 0.1 σpi= 96.1316 σpi r,e= 96.1316σc2,III= 0.487017 > 0 μ= 0.543116 σpi uk= 77.90919
1 σck,III= 0.340195 0.0194430.1σc,gore,III= 0.405568 1.3 1.869071
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 1.044154 σc1,t= 1.413784
-0.040533 0.245793-0.401641 jama= 1.609638
σc,p= 0.60198 1.253851
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 1150TIP T A2 503.25 P0= 1069.489 [kN]
d1= 63 [cm] ZT 41.95076 ak= 23 [cm]Dp= 5 [cm] η= 0.814171
b1(B)= 18 [cm] SILE U PRESEKU Pt= 870.7461 [kN]b2= 100.65 [cm] Mmin= 44.83883 [kNm] ek= 18.95076 [cm]
A= 1637 17.62698 [kNm] KABLOVII= 779058 Mz= 181.3061 [kNm]
W1= 18571 Mp= 20.14513 [kNm] 0-0W2= 29907 Mmax= 263.9171 [kNm] σc1,00= -0.241448k1= 18.27 [cm] σc2,00= 0.149927k2= 11.34 [cm] σck,00= 0.109071
VELIKI A1 1134 0Dp= 10 [cm] A2 1006.5 σc1,0= 1.503146 <
Anovo= 2140.5 σc2,0= 0.125464 >I= 1093849 σck,0= 1.037165
Zt= 48.662929 [cm] 1W1= 22478.07 Na spoju σc1,I= 1.084031 >W2= 44945.79 W2s= 56567.45 σc2,I= 0.188949 >k1= 21.00 [cm] σck,I= 0.781283k2= 10.50 [cm]
17.87252
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 41109.62 t=0 mali presekW k. V= 42623.69 Δel= 0.934447 dm= 9.707975
Ap= 11.12 εs∞= 0.4η= 0.814171 Ep= 19500 mali presek
ηr= 0.99523 0.92999 0.7x Ec= 3230 dm= 9.707975ηe= 0.934447 Ec= 3600 ϕ(5)/ϕ∞= 3.1
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.290323
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞= 21.61 σc1,II= 0.27744 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞ 1.3
0 σc2,II= 0.509462 > 0 0.00477 ϕ(t,t0)= 4.506824σck,II= 0.355918 Δσpr= 0.493261
0 σc,gore,II= 0.403388 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 1069.489 [kN] σpi r = 102.924
0 σc1,III= 0.187819 > 0.1 σpi= 96.17703 σpi r,e= 96.17703σc2,III= 0.545075 > 0 μ= 0.543373 σpi uk= 78.30451
1 σck,III= 0.308655 0.0194650.1σc,gore,III= 0.448209 1.3 1.872086
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 1.037165 σc1,t= 1.420397
-0.042878 0.245793-0.425365 jama= 1.483826
σc,p= 0.568923 1.172431
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 1150TIP T A2 473 P0= 1069.824 [kN]
d1= 63 [cm] ZT 41.50747 ak= 23 [cm]Dp= 5 [cm] η= 0.816389
b1(B)= 18 [cm] SILE U PRESEKU Pt= 873.3933 [kN]b2= 94.6 [cm] Mmin= 47 [kNm] ek= 18.50747 [cm]
A= 1607 18.172 [kNm] KABLOVII= 761904 Mz= 186.912 [kNm]
W1= 18356 Mp= 20.768 [kNm] 0-0W2= 28759 Mmax= 272.852 [kNm] σc1,00= -0.25605k1= 17.90 [cm] σc2,00= 0.163426k2= 11.42 [cm] σck,00= 0.114168
VELIKI A1 1134 0Dp= 10 [cm] A2 946 σc1,0= 1.488341 <
Anovo= 2080 σc2,0= 0.140687 >I= 1070064 σck,0= 1.032517
Zt= 48.100481 [cm] 1W1= 22246.44 Na spoju σc1,I= 1.069054 >W2= 42975.30 W2s= 53773.38 σc2,I= 0.208049 >k1= 20.66 [cm] σck,I= 0.777831k2= 10.70 [cm]
17.66467
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 41167.37 t=0 mali presekW k. V= 42631.23 Δel= 0.93474 dm= 9.883149
Ap= 11.12 εs∞= 0.4η= 0.816389 Ep= 19500 mali presek
ηr= 0.99523 0.930282 0.7x Ec= 3230 dm= 9.883149ηe= 0.93474 Ec= 3600 ϕ(5)/ϕ∞= 3.1
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.290323
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞= 21.61 σc1,II= 0.228865 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞ 1.3
0 σc2,II= 0.555641 > 0 0.00477 ϕ(t,t0)= 4.60005σck,II= 0.339392 Δσpr= 0.493261
0 σc,gore,II= 0.434929 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 1069.824 [kN] σpi r = 102.924
0 σc1,III= 0.135511 > 0.1 σpi= 96.20723 σpi r,e= 96.20723σc2,III= 0.594262 > 0 μ= 0.543544 σpi uk= 78.54256
1 σck,III= 0.290677 0.019480.1σc,gore,III= 0.483254 1.3 1.874093
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 1.032517 σc1,t= 1.424102
-0.044142 0.245793-0.438439 jama= 1.408448
σc,p= 0.549936 1.123403
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
mali presek[cm]
MALI A1 1134 P00= 1150 W k. M=Геометријске карак. A2 442.75 P0= 1069.994 [kN] W k. V=
d1= 63 [cm] ZT 41.04717 ak= 23 [cm]Dp= 5 [cm] η= 0.817239 η=
b1(B)= 18 [cm] SILE U PRESEKU Pt= 874.4414 [kN] ηr=b2= 88.55 [cm] Mmin= 48.1568 [kNm] ek= 18.04717 [cm] ηe=
A= 1577 18.30314 [kNm] KABLOVII= 744094 Mz= 188.2609 [kNm]
W1= 18128 Mp= 20.91788 [kNm] 0-0W2= 27607 Mmax= 275.6387 [kNm] σc1,00= -0.265652 1.61k1= 17.51 [cm] σc2,00= 0.174435 0k2= 11.50 [cm] σck,00= 0.116799
VELIKI A1 1134 0Dp= 10 [cm] A2 885.5 σc1,0= 1.478192 < 1.61
Anovo= 2019.5 σc2,0= 0.153576 > 0I= 1044885 σck,0= 1.03016
Zt= 47.504333 [cm] 1W1= 21995.57 Na spoju σc1,I= 1.058519 > 0.1W2= 40982.85 W2s= 50980.78 σc2,I= 0.223686 > 0k1= 20.29 [cm] σck,I= 0.776149k2= 10.89 [cm]
17.5857
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
41230.4856 t=0 mali presek42640.8266 Δel= 0.934889 dm= 10.07186 [cm]
Ap= 11.12 εs∞= 0.399569 *10-30.81723921 Ep= 19500 mali presek0.99523038 0.93043 0.7x Ec= 3230 dm= 10.07186 [cm]0.93488899 Ec= 3600 ϕ(5)/ϕ∞= 3.098563
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞= 2.290693
2 σpi= 103.4173 ϕ(90)/ϕ∞= 2.000719σc1,II= 0.202615 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞= 1.300719σc2,II= 0.592964 > 0 0.00477 ϕ(t,t0)= 4.622856σck,II= 0.334645 Δσpr= 0.493261
σc,gore,II= 0.459365 1.3 t=57 godina σpi 0 = 103.41733 P0= 1069.994 [kN] σpi r = 102.924
σc1,III= 0.107515 > 0.1 σpi= 96.22252 σpi r,e= 96.22252σc2,III= 0.633995 > 0 μ= 0.54363 σpi uk= 78.63681σck,III= 0.285589 0.019487
σc,gore,III= 0.510406 1.3 1.875109KABLOVI Koef. sigurnosti od p.p.
σc,p(5)= 1.03016 σc1,t= 1.425138-0.044392 0.245793-0.441504 jama= 1.37151
σc,p= 0.544264 1.098911
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
MALI A1 1134 P00= 1150TIP T A2 412.5 P0= 1070.002 [kN]
d1= 63 [cm] ZT 40.56887 ak= 23 [cm]Dp= 5 [cm] η= 0.816886
b1(B)= 18 [cm] SILE U PRESEKU Pt= 874.0694 [kN]b2= 82.5 [cm] Mmin= 48.32813 [kNm] ek= 17.56887 [cm]
A= 1547 18.04688 [kNm] KABLOVII= 725589 Mz= 185.625 [kNm]
W1= 17885 Mp= 20.625 [kNm] 0-0W2= 26451 Mmax= 272.625 [kNm] σc1,00= -0.27021k1= 17.10 [cm] σc2,00= 0.182706k2= 11.57 [cm] σck,00= 0.117018
VELIKI A1 1134 0Dp= 10 [cm] A2 825 σc1,0= 1.472743 <
Anovo= 1959 σc2,0= 0.1639 >I= 1018182 σck,0= 1.030046
Zt= 46.871363 [cm] 1W1= 21722.89 Na spoju σc1,I= 1.05268 >W2= 38968.03 W2s= 48189.65 σc2,I= 0.235571 >k1= 19.89 [cm] σck,I= 0.776305k2= 11.09 [cm]
17.61985
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 41299.710223 t=0 mali presekW k. V= 42652.846677 Δel= 0.934896 dm=
Ap= 11.12 εs∞=η= 0.8168856575 Ep= 19500 mali presek
ηr= 0.9952303771 0.930437 0.7x Ec= 3230 dm=ηe= 0.9348957614 Ec= 3600 ϕ(5)/ϕ∞=
ϕ(28)/ϕ∞=t=3070h ϕ(60)/ϕ∞=
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞=1.61 σc1,II= 0.198167 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞
0 σc2,II= 0.620768 > 0 0.00477 ϕ(t,t0)=σck,II= 0.341105 Δσpr= 0.493261
0 σc,gore,II= 0.476352 1.3 t=57 godina σpi 0 =1.61 3 P0= 1070.002 [kN] σpi r =
0 σc1,III= 0.103221 > 0.1 σpi= 96.22322 σpi r,e=σc2,III= 0.663567 > 0 μ= 0.543634 σpi uk=
1 σck,III= 0.29275 0.0194880.1 σc,gore,III= 0.52928 1.3 1.875156
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 1.030046 σc1,t= 1.423794
-0.043697 0.245793-0.4352 jama= 1.367592
σc,p= 0.551149 1.09532
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek10.27575 [cm]0.398346 *10-3
mali presek10.27575 [cm]3.094485
2.62.2917462.0027571.3027574.572916
103.4173102.924
96.2232278.60336
MALI A1 1134 P00= 1150TIP T A2 382.25 P0= 1069.851 [kN]
d1= 63 [cm] ZT 40.07148 ak= 23 [cm]Dp= 5 [cm] η= 0.815244
b1(B)= 18 [cm] SILE U PRESEKU Pt= 872.1898 [kN]b2= 76.45 [cm] Mmin= 47.53289 [kNm] ek= 17.07148 [cm]
A= 1516 17.42967 [kNm] KABLOVII= 706349 Mz= 179.2766 [kNm]
W1= 17627 Mp= 19.91963 [kNm] 0-0W2= 25291 Mmax= 264.1588 [kNm] σc1,00= -0.269656k1= 16.68 [cm] σc2,00= 0.187942k2= 11.63 [cm] σck,00= 0.11488
VELIKI A1 1134 0Dp= 10 [cm] A2 764.5 σc1,0= 1.472056 <
Anovo= 1898.5 σc2,0= 0.171389 >I= 989808 σck,0= 1.032124
Zt= 46.198051 [cm] 1W1= 21425.33 Na spoju σc1,I= 1.051385 >W2= 36930.46 W2s= 45399.99 σc2,I= 0.243363 >k1= 19.45 [cm] σck,I= 0.778083k2= 11.29 [cm]
17.77532
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 41375.96 t=0 mali presekW k. V= 42667.74 Δel= 0.934764 dm= 10.49671
Ap= 11.12 εs∞= 0.39702η= 0.815244 Ep= 19500 mali presek
ηr= 0.99523 0.930306 0.7x Ec= 3230 dm= 10.49671ηe= 0.934764 Ec= 3600 ϕ(5)/ϕ∞= 3.090066
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.292886
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞=2.0049671.61 σc1,II= 0.214634 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞1.304967
0 σc2,II= 0.638245 > 0 0.00477 ϕ(t,t0)= 4.465256σck,II= 0.357914 Δσpr= 0.493261
0 σc,gore,II= 0.485444 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 1069.851 [kN] σpi r = 102.924
0 σc1,III= 0.121661 > 0.1 σpi= 96.20965 σpi r,e= 96.20965σc2,III= 0.682121 > 0 μ= 0.543557 σpi uk= 78.43434
1 σck,III= 0.311229 0.0194810.1σc,gore,III= 0.539382 1.3 1.874254
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 1.032124 σc1,t= 1.41992
-0.042125 0.245793-0.420169 jama= 1.395229
σc,p= 0.56983 1.111524
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 1150TIP T A2 352 P0= 1069.546 [kN]
d1= 63 [cm] ZT 39.55384 ak= 23 [cm]Dp= 5 [cm] η= 0.812454
b1(B)= 18 [cm] SILE U PRESEKU Pt= 868.957 [kN]b2= 70.4 [cm] Mmin= 45.79 [kNm] ek= 16.55384 [cm]
A= 1486 16.478 [kNm] KABLOVII= 686328 Mz= 169.488 [kNm]
W1= 17352 Mp= 18.832 [kNm] 0-0W2= 24127 Mmax= 250.588 [kNm] σc1,00= -0.263893k1= 16.24 [cm] σc2,00= 0.189785k2= 11.68 [cm] σck,00= 0.110443
VELIKI A1 1134 0Dp= 10 [cm] A2 704 σc1,0= 1.476219 <
Anovo= 1838 σc2,0= 0.175712 >I= 959600 σck,0= 1.036342
Zt= 45.480413 [cm] 1W1= 21099.20 Na spoju σc1,I= 1.054904 >W2= 34869.73 W2s= 42611.82 σc2,I= 0.246648 >k1= 18.97 [cm] σck,I= 0.781523k2= 11.48 [cm]
18.03855
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 41460.33 t=0 mali presekW k. V= 42686.07 Δel= 0.934497 dm= 10.73699
Ap= 11.12 εs∞= 0.395578η= 0.812454 Ep= 19500 mali presek
ηr= 0.99523 0.93004 0.7x Ec= 3230 dm= 10.73699ηe= 0.934497 Ec= 3600 ϕ(5)/ϕ∞= 3.08526
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.294126
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞= 2.007371.61 σc1,II= 0.251613 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞ 1.30737
0 σc2,II= 0.644397 > 0 0.00477 ϕ(t,t0)= 4.315145σck,II= 0.384466 Δσpr= 0.493261
0 σc,gore,II= 0.486061 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 1069.546 [kN] σpi r = 102.924
0 σc1,III= 0.162359 > 0.1 σpi= 96.18217 σpi r,e= 96.18217σc2,III= 0.688591 > 0 μ= 0.543402 σpi uk= 78.14362
1 σck,III= 0.340349 0.0194680.1σc,gore,III= 0.540067 1.3 1.872427
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 1.036342 σc1,t= 1.413762
-0.039744 0.245793-0.397057 jama= 1.457289
σc,p= 0.599541 1.149143
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 1150TIP T A2 321.75 P0= 1069.089 [kN]
d1= 63 [cm] ZT 39.01468 ak= 23 [cm]Dp= 5 [cm] η= 0.808666
b1(B)= 18 [cm] SILE U PRESEKU Pt= 864.5358 [kN]b2= 64.35 [cm] Mmin= 43.11836 [kNm] ek= 16.01468 [cm]
A= 1456 15.21833 [kNm] KABLOVII= 665477 Mz= 156.5314 [kNm]
W1= 17057 Mp= 17.39238 [kNm] 0-0W2= 22959 Mmax= 232.2604 [kNm] σc1,00= -0.252788k1= 15.77 [cm] σc2,00= 0.187805k2= 11.72 [cm] σck,00= 0.103764
VELIKI A1 1134 0Dp= 10 [cm] A2 643.5 σc1,0= 1.485356 <
Anovo= 1777.5 σc2,0= 0.176473 >I= 927371 σck,0= 1.042646
Zt= 44.713924 [cm] 1W1= 20740.08 Na spoju σc1,I= 1.06357 >W2= 32785.41 W2s= 39825.11 σc2,I= 0.244926 >k1= 18.44 [cm] σck,I= 0.786675k2= 11.67 [cm]
18.39508
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 41554.17 t=0 mali presekW k. V= 42708.56 Δel= 0.934098 dm= 10.99924
Ap= 11.12 εs∞= 0.394005η= 0.808666 Ep= 19500 mali presek
ηr= 0.99523 0.929643 0.7x Ec= 3230 dm= 10.99924ηe= 0.934098 Ec= 3600 ϕ(5)/ϕ∞= 3.080015
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞= 2.29548
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞=2.0099921.61 σc1,II= 0.308841 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞1.309992
0 σc2,II= 0.637973 > 0 0.00477 ϕ(t,t0)= 4.13936σck,II= 0.420165 Δσpr= 0.493261
0 σc,gore,II= 0.477442 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 1069.089 [kN] σpi r = 102.924
0 σc1,III= 0.224982 > 0.1 σpi= 96.1411 σpi r,e= 96.1411σc2,III= 0.681645 > 0 μ= 0.54317 σpi uk= 77.74602
1 σck,III= 0.379442 0.0194470.1σc,gore,III= 0.530491 1.3 1.869701
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 1.042646 σc1,t= 1.405578
-0.036623 0.245793-0.366511 jama= 1.56139
σc,p= 0.639512 1.212758
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 1150TIP T A2 291.5 P0= 1068.486 [kN]
d1= 63 [cm] ZT 38.45265 ak= 23 [cm]Dp= 5 [cm] η= 0.804021
b1(B)= 18 [cm] SILE U PRESEKU Pt= 859.0843 [kN]b2= 58.3 [cm] Mmin= 39.53688 [kNm] ek= 15.45265 [cm]
A= 1426 13.67713 [kNm] KABLOVII= 643744 Mz= 140.679 [kNm]
W1= 16741 Mp= 15.631 [kNm] 0-0W2= 21787 Mmax= 209.524 [kNm] σc1,00= -0.236165k1= 15.28 [cm] σc2,00= 0.181471k2= 11.74 [cm] σck,00= 0.094906
VELIKI A1 1134 0Dp= 10 [cm] A2 583 σc1,0= 1.499631 <
Anovo= 1717 σc2,0= 0.173184 >I= 892905 σck,0= 1.05098
Zt= 43.893419 [cm] 1W1= 20342.57 Na spoju σc1,I= 1.077753 >W2= 30677.08 W2s= 37039.88 σc2,I= 0.237585 >k1= 17.87 [cm] σck,I= 0.793579k2= 11.85 [cm]
18.83105
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 41659.14 t=0 mali presekW k. V= 42736.18 Δel= 0.933571 dm= 11.28662
Ap= 11.12 εs∞= 0.39228η= 0.804021 Ep= 19500 mali presek
ηr= 0.99523 0.929118 0.7x Ec= 3230 dm= 11.28662ηe= 0.933571 Ec= 3600 ϕ(5)/ϕ∞= 3.074268
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.296963
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞=2.0128661.61 σc1,II= 0.386203 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞1.312866
0 σc2,II= 0.617389 > 0 0.00477 ϕ(t,t0)= 3.952883σck,II= 0.464399 Δσpr= 0.493261
0 σc,gore,II= 0.45858 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 1068.486 [kN] σpi r = 102.924
0 σc1,III= 0.309365 > 0.1 σpi= 96.08683 σpi r,e= 96.08683σc2,III= 0.659589 > 0 μ= 0.542863 σpi uk= 77.25578
1 σck,III= 0.427823 0.0194210.1σc,gore,III= 0.509534 1.3 1.866104
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 1.05098 σc1,t= 1.395616
-0.032831 0.245793-0.32918 jama= 1.722495
σc,p= 0.688969 1.311505
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 1150TIP T A2 261.25 P0= 1067.739 [kN]
d1= 63 [cm] ZT 37.86624 ak= 23 [cm]Dp= 5 [cm] η= 0.798645
b1(B)= 18 [cm] SILE U PRESEKU Pt= 852.7452 [kN]b2= 52.25 [cm] Mmin= 35.06445 [kNm] ek= 14.86624 [cm]
A= 1395 11.88086 [kNm] KABLOVII= 621072 Mz= 122.2031 [kNm]
W1= 16402 Mp= 13.57813 [kNm] 0-0W2= 20610 Mmax= 182.7266 [kNm] σc1,00= -0.213785k1= 14.77 [cm] σc2,00= 0.170129k2= 11.76 [cm] σck,00= 0.083932
VELIKI A1 1134 0Dp= 10 [cm] A2 522.5 σc1,0= 1.519263 <
Anovo= 1656.5 σc2,0= 0.165242 >I= 855958 σck,0= 1.061285
Zt= 43.012979 [cm] 1W1= 19900.00 Na spoju σc1,I= 1.097869 >W2= 28544.30 W2s= 34256.12 σc2,I= 0.22387 >k1= 17.23 [cm] σck,I= 0.802252k2= 12.01 [cm]
19.334
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 41777.31 t=0 mali presekW k. V= 42770.16 Δel= 0.932919 dm= 11.60291
Ap= 11.12 εs∞= 0.390383η= 0.798645 Ep= 19500 mali presek
ηr= 0.99523 0.928469 0.7x Ec= 3230 dm= 11.60291ηe= 0.932919 Ec= 3600 ϕ(5)/ϕ∞= 3.067942
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.298596
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞=2.0160291.61 σc1,II= 0.483783 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞1.316029
0 σc2,II= 0.580604 > 0 0.00477 ϕ(t,t0)= 3.767203σck,II= 0.516532 Δσpr= 0.493261
0 σc,gore,II= 0.428118 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 1067.739 [kN] σpi r = 102.924
0 σc1,III= 0.415552 > 0.1 σpi= 96.01973 σpi r,e= 96.01973σc2,III= 0.620241 > 0 μ= 0.542484 σpi uk= 76.68572
1 σck,III= 0.484785 0.0193880.1σc,gore,III= 0.475686 1.3 1.861665
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 1.061285 σc1,t= 1.384091
-0.028439 0.245793-0.285721 jama= 1.969261
σc,p= 0.747126 1.463
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 1150 W k. M=TIP T A2 231 P0= 1066.855 [kN] W k. V=
d1= 63 [cm] ZT 37.25385 ak= 23 [cm]Dp= 5 [cm] η= 0.792651 η=
b1(B)= 18 [cm] SILE U PRESEKU Pt= 845.6437 [kN] ηr=b2= 46.2 [cm] Mmin= 29.72 [kNm] ek= 14.25385 [cm] ηe=
A= 1365 9.856 [kNm] KABLOVII= 597397 Mz= 101.376 [kNm]
W1= 16036 Mp= 11.264 [kNm] 0-0W2= 19430 Mmax= 152.216 [kNm] σc1,00= -0.185335 1.61k1= 14.23 [cm] σc2,00= 0.15296 0k2= 11.75 [cm] σck,00= 0.070912
VELIKI A1 1134 0Dp= 10 [cm] A2 462 σc1,0= 1.544543 < 1.61
Anovo= 1596 σc2,0= 0.151893 > 0I= 816249 σck,0= 1.0735
Zt= 42.065789 [cm] 1W1= 19404.11 Na spoju σc1,I= 1.124393 > 0.1W2= 26386.61 W2s= 31473.84 σc2,I= 0.20284 > 0k1= 16.53 [cm] σck,I= 0.812691k2= 12.16 [cm]
19.8931
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσc,p(60)=Δσc,p(365)=
Δσp=
41911.29 t=0 mali presek42812.24 Δel= 0.932146 dm= 11.95271 [cm]
Ap= 11.12 εs∞= 0.388284 *10-30.792651 Ep= 19500 mali presek
0.99523 0.9277 0.7x Ec= 3230 dm= 11.95271 [cm]0.932146 Ec= 3600 ϕ(5)/ϕ∞= 3.060946
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.300401
2 σpi= 103.4173 ϕ(90)/ϕ∞=2.019527σc1,II= 0.601947 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞1.319527σc2,II= 0.524936 > 0 0.00477 ϕ(t,t0)= 3.590021σck,II= 0.575899 Δσpr= 0.493261
σc,gore,II= 0.384195 1.3 t=57 godina σpi 0 = 103.41733 P0= 1066.855 [kN] σpi r = 102.924
σc1,III= 0.543897 > 0.1 σpi= 95.9402 σpi r,e= 95.9402σc2,III= 0.560724 > 0 μ= 0.542035 σpi uk= 76.04709σck,III= 0.549589 0.01935
σc,gore,III= 0.426883 1.3 1.856417KABLOVI Koef. sigurnosti od p.p.
σc,p(5)= 1.0735 σc1,t= 1.37119-0.023516 0.245793-0.236792 jama= 2.360371
σc,p= 0.813191 1.70348
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
MALI A1 1134 P00= 862.5TIP T A2 215.875 P0= 823.2187 [kN]
d1= 63 [cm] ZT 36.93736 ak= 28.667 [cm]Dp= 5 [cm] η= 0.832083
b1(B)= 18 [cm] SILE U PRESEKU Pt= 684.9863 [kN]b2= 43.175 [cm] Mmin= 26.72667 [kNm] ek= 8.270355 [cm]
A= 1350 8.766119 [kNm] KABLOVII= 585163 Mz= 90.1658 [kNm]
W1= 15842 Mp= 10.01842 [kNm] 0-0W2= 18838 Mmax= 135.677 [kNm] σc1,00= -0.168707k1= 13.96 [cm] σc2,00= 0.141875k2= 11.74 [cm] σck,00= 0.037774
VELIKI A1 1134 0Dp= 10 [cm] A2 431.75 σc1,0= 0.870903 <
Anovo= 1565.75 σc2,0= 0.390313 >I= 795258 σck,0= 0.668299
Zt= 41.564745 [cm] 1W1= 19133.00 Na spoju σc1,I= 0.641 >W2= 25298.29 W2s= 30083.25 σc2,I= 0.39513 >k1= 16.16 [cm] σck,I= 0.537348k2= 12.22 [cm]
16.57463
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 70754.26 t=0 mali presekW k. V= 61658.71 Δel= 0.959031 dm= 12.14189
Ap= 8.34 εs∞= 0.387149η= 0.832083 Ep= 19500 mali presek
ηr= 0.99523 0.954457 0.7x Ec= 3230 dm= 12.14189ηe= 0.959031 Ec= 3600 ϕ(5)/ϕ∞= 3.057162
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.301378
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞=2.0214191.61 σc1,II= 0.169742 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞1.321419
0 σc2,II= 0.694851 > 0 0.00477 ϕ(t,t0)= 3.573545σck,II= 0.391114 Δσpr= 0.493261
0 σc,gore,II= 0.356411 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 823.2187 [kN] σpi r = 102.924
0 σc1,III= 0.11738 > 0.1 σpi= 98.70728 σpi r,e= 98.70728σc2,III= 0.728153 > 0 μ= 0.557668 σpi uk= 82.13265
1 σck,III= 0.374866 0.020740.1σc,gore,III= 0.396012 1.3 2.047211
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 0.668299 σc1,t= 0.865042
-0.01239 0.245793-0.146234 jama= 1.693581
σc,p= 0.509676 1.297043
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 862.5TIP T A2 200.75 P0= 822.8833 [kN]
d1= 63 [cm] ZT 36.61369 ak= 28.667 [cm]Dp= 5 [cm] η= 0.829534
b1(B)= 18 [cm] SILE U PRESEKU Pt= 682.6096 [kN]b2= 40.15 [cm] Mmin= 23.52242 [kNm] ek= 7.946692 [cm]
A= 1335 7.629016 [kNm] KABLOVII= 572652 Mz= 78.46988 [kNm]
W1= 15640 Mp= 8.718875 [kNm] 0-0W2= 18245 Mmax= 118.3402 [kNm] σc1,00= -0.150395k1= 13.67 [cm] σc2,00= 0.128923k2= 11.72 [cm] σck,00= 0.032642
VELIKI A1 1134 0Dp= 10 [cm] A2 401.5 σc1,0= 0.884209 <
Anovo= 1535.5 σc2,0= 0.387026 >I= 773450 σck,0= 0.67461
Zt= 41.043960 [cm] 1W1= 18844.44 Na spoju σc1,I= 0.659066 >W2= 24203.57 W2s= 28693.03 σc2,I= 0.384842 >k1= 15.76 [cm] σck,I= 0.543461k2= 12.27 [cm]
16.8194
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 72061.71 t=0 mali presekW k. V= 62491.14 Δel= 0.95864 dm= 12.34166
Ap= 8.34 εs∞= 0.38595η= 0.829534 Ep= 19500 mali presek
ηr= 0.99523 0.954068 0.7x Ec= 3230 dm= 12.34166ηe= 0.95864 Ec= 3600 ϕ(5)/ϕ∞= 3.053167
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.302409
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞=2.0234171.61 σc1,II= 0.242658 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞1.323417
0 σc2,II= 0.658322 > 0 0.00477 ϕ(t,t0)= 3.471313σck,II= 0.417891 Δσpr= 0.493261
0 σc,gore,II= 0.324208 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 822.8833 [kN] σpi r = 102.924
0 σc1,III= 0.19639 > 0.1 σpi= 98.66707 σpi r,e= 98.66707σc2,III= 0.688709 > 0 μ= 0.557441 σpi uk= 81.84767
1 σck,III= 0.403939 0.0207190.1σc,gore,III= 0.360231 1.3 2.044314
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 0.67461 σc1,t= 0.85824
-0.010587 0.245793-0.12557 jama= 1.955707
σc,p= 0.538453 1.45914
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 862.5TIP T A2 170.5 P0= 822.1744 [kN]
d1= 63 [cm] ZT 35.94385 ak= 28.667 [cm]Dp= 5 [cm] η= 0.824404
b1(B)= 18 [cm] SILE U PRESEKU Pt= 677.8037 [kN]b2= 34.1 [cm] Mmin= 16.49062 [kNm] ek= 7.276848 [cm]
A= 1305 5.226375 [kNm] KABLOVII= 546763 Mz= 53.757 [kNm]
W1= 15212 Mp= 5.973 [kNm] 0-0W2= 17056 Mmax= 81.447 [kNm] σc1,00= -0.108408k1= 13.08 [cm] σc2,00= 0.096683k2= 11.66 [cm] σck,00= 0.021947
VELIKI A1 1134 0Dp= 10 [cm] A2 341 σc1,0= 0.91516 <
Anovo= 1475 σc2,0= 0.376175 >I= 727182 σck,0= 0.687938
Zt= 39.938305 [cm] 1W1= 18207.63 Na spoju σc1,I= 0.701067 >W2= 21994.70 W2s= 25913.69 σc2,I= 0.357739 >k1= 14.91 [cm] σck,I= 0.556329k2= 12.34 [cm]
17.31064
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 75137.3 t=0 mali presekW k. V= 64516.22 Δel= 0.957814 dm= 12.77669
Ap= 8.34 εs∞= 0.38334η= 0.824404 Ep= 19500 mali presek
ηr= 0.99523 0.953246 0.7x Ec= 3230 dm= 12.77669ηe= 0.957814 Ec= 3600 ϕ(5)/ϕ∞= 3.044466
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.304654
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞=2.0277671.61 σc1,II= 0.405823 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞1.327767
0 σc2,II= 0.565185 > 0 0.00477 ϕ(t,t0)= 3.292412σck,II= 0.473006 Δσpr= 0.493261
0 σc,gore,II= 0.244409 1.3 t=57 godina σpi 0 = 103.41731.61 3 P0= 822.1744 [kN] σpi r = 102.924
0 σc1,III= 0.373018 > 0.1 σpi= 98.58206 σpi r,e= 98.58206σc2,III= 0.588235 > 0 μ= 0.556961 σpi uk= 81.27142
1 σck,III= 0.463748 0.0206750.1σc,gore,III= 0.271565 1.3 2.038203
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 0.687938 σc1,t= 0.843834
-0.006956 0.245793-0.083323 jama= 2.886335
σc,p= 0.597659 2.035058
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek[cm]*10-3
[cm]
MALI A1 1134 P00= 862.5 W k. M=TIP T A2 140.25 P0= 821.4234 [kN] W k. V=
d1= 63 [cm] ZT 35.2422 ak= 28.667 [cm]Dp= 5 [cm] η= 0.819348 η=
b1(B)= 18 [cm] SILE U PRESEKU Pt= 673.0313 [kN] ηr=b2= 28.05 [cm] Mmin= 8.643516 [kNm] ek= 6.575201 [cm] ηe=
A= 1274 2.674547 [kNm] KABLOVII= 519647 Mz= 27.50963 [kNm]
W1= 14745 Mp= 3.056625 [kNm] 0-0W2= 15863 Mmax= 41.88431 [kNm] σc1,00= -0.05862 1.61k1= 12.45 [cm] σc2,00= 0.054487 0k2= 11.57 [cm] σck,00= 0.010937
VELIKI A1 1134 0Dp= 10 [cm] A2 280.5 σc1,0= 0.952308 < 1.61
Anovo= 1414.5 σc2,0= 0.358648 > 0I= 676999 σck,0= 0.702036
Zt= 38.738070 [cm] 1W1= 17476.32 Na spoju σc1,I= 0.751543 > 0.1W2= 19759.51 W2s= 23135.83 σc2,I= 0.32056 > 0k1= 13.97 [cm] σck,I= 0.569852k2= 12.36 [cm]
17.79282
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
79031.34479 t=0 mali presek67222.14776 Δel= 0.956939 dm= 13.26653 [cm]
Ap= 8.34 εs∞= 0.380401 *10-30.819347569 Ep= 19500 mali presek0.995230377 0.952375 0.7x Ec= 3230 dm= 13.26653 [cm]0.956939221 Ec= 3600 ϕ(5)/ϕ∞= 3.034669
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞=2.307182
2 σpi= 103.4173 ϕ(90)/ϕ∞=2.032665σc1,II= 0.594132 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞1.332665σc2,II= 0.439465 > 0 0.00477 ϕ(t,t0)= 3.14431σck,II= 0.528928 Δσpr= 0.493261
σc,gore,II= 0.139222 1.3 t=57 godina σpi 0 = 103.41733 P0= 821.4234 [kN] σpi r = 102.924
σc1,III= 0.576642 > 0.1 σpi= 98.49202 σpi r,e= 98.49202σc2,III= 0.452677 > 0 μ= 0.556452 σpi uk= 80.69919σck,III= 0.524381 0.020629
σc,gore,III= 0.154691 1.3 2.031748KABLOVI Koef. sigurnosti od p.p.
σc,p(5)= 0.702036 σc1,t= 0.828301-0.003384 0.245793-0.040923 jama= 5.702286
σc,p= 0.657729 3.781257
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
MALI A1 1134 P00= 575TIP T A2 125.125 P0= 556.5401 [kN]
d1= 63 [cm] ZT 34.87874 ak= 38 [cm]Dp= 5 [cm] η= 0.851368
b1(B)= 18 [cm] SILE U PRESEKU Pt= 473.8202 [kN]b2= 25.025 [cm] Mmin= 4.420127 [kNm] ek= -3.121265 [cm]
A= 1259 1.350959 [kNm] KABLOVII= 505602 Mz= 13.89558 [kNm]
W1= 14496 Mp= 1.543953 [kNm] 0-0W2= 15265 Mmax= 21.21062 [kNm] σc1,00= -0.030492k1= 12.12 [cm] σc2,00= 0.028956k2= 11.51 [cm] σck,00= 0.002729
VELIKI A1 1134 0Dp= 10 [cm] A2 250.25 σc1,0= 0.29168 <
Anovo= 1384.25 σc2,0= 0.584757 >I= 650279 σck,0= 0.428553
Zt= 38.098609 [cm] 1W1= 17068.31 Na spoju σc1,I= 0.234475 >W2= 18631.89 W2s= 21747.45 σc2,I= 0.510997 >k1= 13.46 [cm] σck,I= 0.363617k2= 12.33 [cm]
14.87768
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσp=
W k. M= 161986.1596 t=0 mali presekW k. V= 6594495.572 Δel= 0.972535 dm=
Ap= 5.56 εs∞=η= 0.851367575 Ep= 19500 mali presek
ηr= 0.995230377 0.967896 0.7x Ec= 3230 dm=ηe= 0.972534517 Ec= 3600 ϕ(5)/ϕ∞=
ϕ(28)/ϕ∞=t=3070h ϕ(60)/ϕ∞=
0-0 2 σpi= 103.4173 ϕ(90)/ϕ∞=1.61 σc1,II= 0.153063 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞
0 σc2,II= 0.574892 > 0 0.00477 ϕ(t,t0)=σck,II= 0.363406 Δσpr= 0.493261
0 σc,gore,II= 0.07458 1.3 t=57 godina σpi 0 =1.61 3 P0= 556.5401 [kN] σpi r =
0 σc1,III= 0.144018 > 0.1 σpi= 100.0971 σpi r,e=σc2,III= 0.581991 > 0 μ= 0.565521 σpi uk=
1 σck,III= 0.363382 0.0214760.1 σc,gore,III= 0.082866 1.3 2.149678
0 KABLOVI Koef. sigurnosti od p.p.σc,p(5)= 0.428553 σc1,t= 0.274287
-0.000834 0.245793-0.000211 jama= 5.30933
σc,p= 0.427508 3.554381
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
mali presek13.53534 [cm]0.378788 *10-3
mali presek13.53534 [cm]3.029293
2.62.3085692.0353531.3353533.031534
103.4173102.924
100.097185.21947
MALI A1 1134 P00= 575 W k. M=TIP T A2 110 P0= 556.3391 [kN] W k. V=
d1= 63 [cm] ZT 34.50643 ak= 38 [cm]Dp= 5 [cm] η= 0.851119 η=
b1(B)= 18 [cm] SILE U PRESEKU Pt= 473.5107 [kN] ηr=b2= 22 [cm] Mmin= 0 [kNm] ek= -3.493569 [cm] ηe=
A= 1244 0 [kNm] KABLOVII= 491216 Mz= 0 [kNm]
W1= 14235 Mp= 0 [kNm] 0-0W2= 14666 Mmax= 0 [kNm] σc1,00= 0 1.61k1= 11.79 [cm] σc2,00= 0 0k2= 11.44 [cm] σck,00= 0
VELIKI A1 1134 0Dp= 10 [cm] A2 220 σc1,0= 0.310685 < 1.61
Anovo= 1354 σc2,0= 0.579743 > 0I= 622376 σck,0= 0.433395
Zt= 37.430576 [cm] 1W1= 16627.48 Na spoju σc1,I= 0.26443 > 0.1W2= 17497.51 W2s= 20359.44 σc2,I= 0.49343 > 0k1= 12.92 [cm] σck,I= 0.36887k2= 12.28 [cm]
14.89719
[cm²] ΔM=[cm⁴][cm³][cm³]
[cm²][cm⁴]
[cm³][cm³] [cm³]
Δσc,p(60)=Δσc,p(365)=
Δσp=
140605.7 t=0 mali presek1092993 Δel= 0.972183 dm= 13.82222 [cm]
Ap= 5.56 εs∞= 0.377067 *10-30.851119 Ep= 19500 mali presek
0.99523 0.967546 0.7x Ec= 3230 dm= 13.82222 [cm]0.972183 Ec= 3600 ϕ(5)/ϕ∞= 3.023556
ϕ(28)/ϕ∞= 2.6t=3070h ϕ(60)/ϕ∞= 2.31005
2 σpi= 103.4173 ϕ(90)/ϕ∞=2.038222σc1,II= 0.26443 > 0.1 μ00= 0.584278 ϕ(365)/ϕ∞1.338222σc2,II= 0.49343 > 0 0.00477 ϕ(t,t0)= 3.023556σck,II= 0.36887 Δσpr= 0.493261
σc,gore,II= 0 1.3 t=57 godina σpi 0 = 103.41733 P0= 556.3391 [kN] σpi r = 102.924
σc1,III= 0.26443 > 0.1 σpi= 100.061 σpi r,e= 100.061σc2,III= 0.49343 > 0 μ= 0.565316 σpi uk= 85.1638σck,III= 0.36887 0.021456
σc,gore,III= 0 1.3 2.146953KABLOVI Koef. sigurnosti od p.p.
σc,p(5)= 0.433395 σc1,t= 0.264430 0.2457930 jama= #DIV/0!
σc,p= 0.433395 #DIV/0!
[cm³][cm³]
[cm²][kN/cm²][kN/cm²][kN/cm²]
[kN/cm²]
Δσpr/σpi=[kN/cm²]
[kN/cm²]
Δσpr/σpi=Δσpr= [kN/cm²]
[kN/cm²]Δσc,p(60)= fct, fl= [kN/cm²]
Δσc,p(365)=
0 1 2 3 4 5 6 7 8 9 10
0
50
100
150
200
250
300
MΔgx
Mgx
MZx
MPx
Anv. M
M [
kNm
]
0 1 2 3 4 5 6 7 8 9 10
0
50
100
150
200
250
300
MΔgx
Mgx
MZx
MPx
Anv. M
M [
kNm
]
