Desene
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Page 17 / 19 Date : 01.02.2015 ArcelorMittal Composite Bridge Predesign (v4.03) Universitatea Tehnica Cluj-Napoca Project name : Structuri compuse otel-beton Project reference : Comment : User name : Pop Paul F:\...\ANUL II\STRUCTURI COMPUSE OTEL BETON\COMPLET PAUL\VARIANTA 2\PAUL VARIANTA 2.APM HE 900 M HE 900 M HE 900 M HE 900 M HE 900 M 1.500 3.250 5.000 6.750 8.500 10.000 Line 1 Line 2 Line 3 Line 4 Line 5 1.500 1.750 1.750 1.750 1.750 1.500 10.000 1.360 1. kN/m 1. kN/m 1. kN/m 1. kN/m y z x=0 m
description
aSA
Transcript of Desene
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Page 17 / 19Date : 01.02.2015
ArcelorMittal Composite Bridge Predesign (v4.03)
Universitatea Tehnica Cluj-NapocaProject name : Structuri compuse otel-betonProject reference : Comment :
User name : Pop PaulF:\...\ANUL II\STRUCTURI COMPUSE OTEL BETON\COMPLET PAUL\VARIANTA 2\PAUL VARIANTA 2.APM
HE 900 M HE 900 M HE 900 M HE 900 M HE 900 M
1.500 3.250 5.000 6.750 8.500 10.000
Line 1 Line 2 Line 3 Line 4 Line 5
1.500 1.750 1.750 1.750 1.750 1.500
10.000
1.360
1. kN/m 1. kN/m 1. kN/m1. kN/m
y
z
x=0 m
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Page 18 / 19Date : 01.02.2015
ArcelorMittal Composite Bridge Predesign (v4.03)
Universitatea Tehnica Cluj-NapocaProject name : Structuri compuse otel-betonProject reference : Comment :
User name : Pop PaulF:\...\ANUL II\STRUCTURI COMPUSE OTEL BETON\COMPLET PAUL\VARIANTA 2\PAUL VARIANTA 2.APM
24.000
Span No. 1
29.000
Span No. 2
24.000
Span No. 3
x = 0 m
x
z
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Page 19 / 19Date : 01.02.2015
ArcelorMittal Composite Bridge Predesign (v4.03)
Universitatea Tehnica Cluj-NapocaProject name : Structuri compuse otel-betonProject reference : Comment :
User name : Pop PaulF:\...\ANUL II\STRUCTURI COMPUSE OTEL BETON\COMPLET PAUL\VARIANTA 2\PAUL VARIANTA 2.APM
HE 900 M
HE 900 M
HE 900 M
HE 900 M
HE 900 M
HE 900 M
HE 900 M
HE 900 M
HE 900 M
HE 900 M
HE 900 M
HE 900 M
HE 900 M
HE 900 M
HE 900 M
Line 1
Line 2
Line 3
Line 4
Line 5
24.000
Span No. 1
29.000
Span No. 2
24.000
Span No. 3
x
y
