Page 1 / 4Date : 31.01.2014
ArcelorMittal Composite Bridge Predesign (v3.14)
Universitatea Tehnica Cluj-Napoca
Project name : Structuri compuse otel-beton
Project reference :
Comment :
User name : Petrut Mirela
E:\FACULTATE\MASTER ECO\ANUL II\ACOBRI\VAR1.APM
SUMMARY OF RESULTS
Summary for bridge
Criterion : Normal stress / shear interaction (Serviceability
Limit State)
Max. ratio = 0.88 < 1.00 SATISFACTORY
Combination No.11
Beam line No.1 - Cross-section No.6 : Position = 15.00 m
(intermediate support)
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Summary for span No. 1
Criterion : Normal stress / shear interaction (Serviceability
Limit State)
Max. ratio = 0.88 < 1.00 SATISFACTORY
Combination No.11
Beam line No.1 - Cross-section No.6 : Position = 15.00 m
(intermediate support)
Summary for span No. 2
Criterion : Stress in bottom fibre of steel section
(Serviceability Limit State)
Max. ratio = 0.86 < 1.00 SATISFACTORY
Combination No.11
Beam line No.1 - Cross-section No.6 : Position = 15.00 m
(intermediate support)
