![]() Bridge type: Straight bridge Span length: m Carriageway width: 9.3 m Total Deck Width: 10.2 m Spacing of cross beams: 4.8 mĢ. Influence line Moving M i load l d tracer t Envelope of member forces Moving load analysis option Concurrent forces Vehicle load CL-625 Truck Load CL-625 Lane Load ![]() Lane definition As per Table 3.4 of CSA-S6-06:2010 M i lload Moving d analysis l i (CSA-S6-06 : 2010)īridge overview 2 span continuous composite girder bridge Span length: m Carriageway width: 9.3 m Unit system: kN, m Integrated Solution System For Bridge and Civil Structures Moving Load Analysis as per CSA-S6-06:2010
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