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Design a welded plate girder to carry a superimposed load of 60 kN/m and two concentrated loads of 300 kN each at one third points of the span. The effective span of the plate girder is 24m. Assume that the girder is laterally supported throughout its length. The yield strength of the steel (of both the flanges and the web), fy = 250 MPa. Draw to scale the longitudinal and cross section of the girder. |
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Answer» Design a welded plate girder to CARRY a superimposed load of 60 kN/m and two concentrated loads of 300 kN each at one THIRD points of the span. The effective span of the plate girder is 24m. Assume that the girder is laterally supported THROUGHOUT its LENGTH. The yield strength of the steel (of both the flanges and the web), FY = 250 MPa. Draw to scale the longitudinal and cross section of the girder. |
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