Analysis of Rigid Flange of Bridge Truss Girder
Contemporary bridge truss girders have usually “W” bracing and spacing of cross beams smaller than spacing of truss nodes. The flange at deck level is loaded at its nodes and between them. It acts as a truss member and as a beam simultaneously. An analysis of the rigid flange in two stages is presen...
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| Format: | Article |
| Language: | English |
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RTU Press
2015-06-01
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| Series: | The Baltic Journal of Road and Bridge Engineering |
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| Online Access: | https://bjrbe-journals.rtu.lv/article/view/3432 |