Composite Bridge Structures 3D DWG Full Project for AutoCAD

bridge;composite structure (steel/concrete) drowing contains: layout; vertical and horizontal sections; construction details; details of steel and concrete cross sections; critical load configuration; manufacturing sheet; stell stresses; axonometric projection and 3d model of the layered brigde

Drawing labels, details, and other text information extracted from the CAD file (Translated from Bosnian):

xkd, bridge fence, transverse load distribution, at the vehicle location, in front and behind the vehicle, poodus distribution of the load load for one main carrier, the geometric and static characteristics of the cross section of the main carrier, the geometric and static characteristics of the concrete section of the section, the geometric and static characteristics ideally Phase i, phase iic, display of diagrams of normal voltage by phases, voltages, phases, total, tabular display of diagrams of normal stresses per phase and total diagram, elastic connection, channel, edge, track, fence, ab wreath, edge bridge, cross sectional bridge, cross section along bridge axis, bridge layout, carriageway, pavement carriers, cross sectional bridge, elastic mozzarella

Raw text data extracted from CAD file:

250 250 23 23 23 23 23 124 120 4 136 110 20 130 50 200 100 50 250 250 20 130 300 110 136 50 xKd xKd 150 150 150 600 150 150 65,3 119,9 75,9 107,3 59,6 127,6 185,2 183,2 187,2 20 30 185 40 195 10 20 200 250 450 11,9 18,1 25 210 60 40 50 1,2 2 2 294 294 600 25 210 1,2 20,8 187,2 166,4 0 166,4 106,8 39 217,2 185 30 40 195 450 15,3 200 250 185 30 40 195 20 120 20 120 195 200 250 185 30 40 200 500 200 900 217,2 187,2 10 10 217,2 187,2 20 20 217,2 187,2 10 3500 130 20 20 275 130 20 20 275 920 500 500 500 500 255 900 210 500 210 920 70 495 846 187,2 32,5 500 500 500 218 60 60 88 92 19 1750 495 846 91,2 5 5 5 5 5 5 5 5 5 5 HOP 80x80x5 HOP 100x40x3 HOP 80x80x5 HOP 100x40x3 1.0 kN/m 1.0 kN/m 3.522 kNm 2.96 kN 3.24 kN/m M T N OGRADA MOSTA Aleksa Cavic 5304 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 xKd xKd 3 kN/m 3 kN/m 3 kN/m 3 kN/m 5 kN/m 100 kN 100 kN POPRECNA RASPODJELA POKRETNOG OPTERECENJA NA MJESTU VOZILA ISPRED I IZA VOZILA F1 F2 F3 5 5 5 5 \W0.30952; p2=20.1 kN/m p1=6.65 kN/m P=179.2 kN/m P=179.2 kN/m p1= 3.0x(F1+F3)= 6.65 kN/m’ p2= p1+5.0xF2xkd= 20.1 kN/m’ P= 100x(1.0+0.6)xkd= 179.2 kN POODUZNA RASPODJELA POKRETNOG OPTERECENJA ZA JEDAN GLAVNI NOSAC Aleksa Cavic 5304 Aleksa Cavic 5304 5 5 \W0.30952; p2=20.1 kN/m P=179.2 kN/m \U+00B7 povrsina: A: 510.0000 cm2 \U+00B7 teziste: X: 0.0000 Y: 75.9176 \U+00B7 moment inercije: Jx: 2080106.9412 cm^ 4 \U+00B7 povrsina: A: 610.0000 cm2 \U+00B7 teziste: X: 0.0000 Y: 65.3082 \U+00B7 moment inercije: Jx: 2574783.7923 cm^ 4 \U+00B7 povrsina: A: 690.0000 cm2 \U+00B7 teziste : X: 0.0000 Y: 59.6203 \U+00B7 moment inercije: Jx: 2885770.9159 cm^ 4 X 5 5 X 5 5 X 5 5 250×12 600×20 500×20 1800×20 250×12 600×20 1800×20 1800×20 250×12 600×20 500×20 400×20 5 5 5 Y Y Y GEOMETRIJSKE I STATICKE KARAKTERISTIKE POPRECNOG PRESJEKA GLAVNOG NOSACA 5 5 5 5 5 5 5 5 5 5 \U+00B7 povrsina: A: 10425.0000 cm2 \U+00B7 teziste: X: 15.3237 Y: -11.8705 \U+00B7 moment inercije: Jx: 539775.1 cm^ 4 Y X T 5 5 GEOMETRIJSKE I STATICKE KARAKTERISTIKE BETONSKOG DIJELA PRESJEKA PRORACUN SPROVEDEN KORISCENJEM PROGRAMA AutoCad 2008 PRORACUN SPROVEDEN KORISCENJEM PROGRAMA AutoCad 2008 5 5 X 5 5 5 Ti Tc Tb 5 5 5 \U+00B7 povrsina: A: 2578.6 cm2 \U+00B7 moment inercije: Jx: 13662123.9 cm^ 4 GEOMETRIJSKE I STATICKE KARAKTERISTIKE IDEALNO SPREGNUTOG PRESJEKA 5 5 5 5 5 Aleksa Cavic 5304 Aleksa Cavic 5304 5 X Ti 5.68 2.56 9.45 1.18 8.36 1.05 15.25 0.21 0.52 0.19 0.46 0.40 0.98 FAZA I FAZA IIa+b FAZA IIc FAZA I+II 3.45 POPRECNA RASPODJELA POKRETNOG OPTERECENJA VOZILO V600 F1=0.949 F2=2.4 F3=0.625 F1=0.949 F2=2.4 F3=0.625 PRORACUN SPROVEDEN KORISCENJEM PROGRAMA AutoCad 2008 PRIKAZ DIJAGRAMA NORMALNIH NAPONA PO FAZAMA Aleksa Cavic 5304 0.33 0.917 (9.45) (1.18) 2.99 (0.21) (0.52) 021 0.013 FAZA IIIa (skupljanje betona) FAZA IIIb (tecenje betona) FAZA IIIc (promjena temperature) PRIKAZ DIJAGRAMA NORMALNIH NAPONA PO FAZAMA Aleksa Cavic 5304 4.66 0.02 10.32 5.19 0.27 0.40 0.13 naponi faze I qII+tec \U+03C3celik, dole \U+03C3celik, gore \U+03C3beton, dole \U+03C3beton, gore \U+03B5\fCalibri Greek|b0|i0|c0|p34;\H0.35x;s p t ukupno -2.56 5.68 – – -0.27 -0.4 -5.19 10.32 0.917 8,36 0.13 -2.99 -1.05 -4.66 0.33 -0.19 0.013 -0.25 -8.21 17.16 0.02 -0.46 -0.21 -0.92 17.16 -8.21 -0.25 -0.92 TABELARNI PRIKAZ DIJAGRAMA NORMALNIH NAPONA PO FAZAMA I UKUPNI DIJAGRAM Aleksa Cavic 5304 habajuæi sloj \Ftxt|c0;(\Ftxt|c238;3cm\Ftxt|c0;)\Ftxt|c238; vezni s\Ftxt|c0;loj\Ftxt|c238; \Ftxt|c0;(\Ftxt|c238;4cm\Ftxt|c0;)\Ftxt|c238; hidroizolacija \Ftxt|c0;(\Ftxt|c238;1cm\Ftxt|c0;)\Ftxt|c238; stakleni voal \Ftxt|c0;(\Ftxt|c238;1.5cm\Ftxt|c0;)\Ftxt|c238; hladni premaz \Ftxt|c0;(\Ftxt|c238;0.\Ftxt|c0;2\Ftxt|c238;cm\Ftxt|c0;)\Ftxt|c238; noseæa AB ploèa \Ftxt|c0;(\Ftxt|c238;20cm\Ftxt|c0;) asfaltni sloj \Ftxt|c0;(\Ftxt|c238;3cm\Ftxt|c0;)\Ftxt|c238; \Ftxt|c0;montazna ploca\Ftxt|c238; \Ftxt|c0;(20\Ftxt|c238;cm\Ftxt|c0;)\Ftxt|c238; hidroizolacija \Ftxt|c0;(\Ftxt|c238;1cm\Ftxt|c0;)\Ftxt|c238; noseæa AB ploèa \Ftxt|c0;(\Ftxt|c238;20cm\Ftxt|c0;) elasticna veza 600×20 500×20 400×20 250×12 1800×20 HOP 80x80x5 HOP 100x40x3 kanalica ivicnjak 5 5 5 5 5 5 5 5 1.5% 2.5% 600×20 500×20 400×20 250×12 1800×20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 880×10 250×12 5 5 5 5 POPRECNI PRESJEK MOSTA R=1:50 Aleksa Cavic 5304 1.5% 2.5% 600×20 500×20 400×20 250×12 1800×20 880×10 5 5 5 5 Pjesacka staza pjesacka ograda AB vijenac ivicna traka Pjesacka staza pjesacka ograda AB vijenac ivicna traka 2.5% PODUZNI PRESJEK MOSTA PRESJEK DUZ OSE MOSTA IZGLED MOSTA PODUZNI PRESJEK MOSTA KOLOVOZ KOLOVOZNI NOSACI 5 130 5 5 5 130 5 5 5 5 5 5 5 5 5 5 1.5% 2.5% 600×20 500×20 400×20 250×12 1800×20 POPRECNI PRESJEK MOSTA 5 5 5 5 DISPOZICIJA DRUMSKOG MOSTA SPREGNUTA KONSTRUKCIJA\L \H0.75x;\lR=1:100 Aleksa Cavic 5304 Potpis: _______________ 600×20 500×20 400×20 250×12 1800×20 880×10 250×20 2.5% elasticna veza 1.5% 250×12 250×20 RADIONICKI CRTEZ GLAVNOG NOSACA SPREGNUTA KONSTRUKCIJA\L \H0.75x;\lR=1:20 Aleksa Cavic 5304 Potpis: _______________ 5 2 1 2 1 HORIZONTALNI PODUZNI PRESJEK 1-1 HORIZONTALNI PODUZNI PRESJEK 2-2 3 POPRECNI PRESJEK 3-3 HORIZONTALNI PODUZNI PRESJEK 1-1 5 5 1800×20 1800×20 1800×20 600×20 500×20 400×20 1800×20 600×20 500×20 400×20 600×20 500×20 600×20 5 5 250×12 250×12 250×12 250×12 5 5 5 218 600×20 500×20 400×20 600×20 500×20 400×20 880×10 880×10 880×10 880×10 250×12 250×20 250×12 250×20 250×12 250×20 250×12 250×20 250×12 250×20 ELASTICNI MOZDANICI e=12.5 (110 komada) e=14 (100 komada) e=17.5 (40 komada) 1800×20 1800×20 1800×20 1800×20 250×20 250×20 250×20 250×20 880×10 880×10 880×10 880×10 5 5 5 5 5 5 5 5 5