3. Design a welded plate girder for a simply supported bridge deck beam with clear span of 20m, subjected to the following: Dead load including self-weight = 20kN/m Imposed load = 12 kN/m Two-point loads = 150kN each spaced 2 m apart.

Structural Analysis
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Chapter2: Loads On Structures
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3. Design a welded plate girder for a simply supported bridge
deck beam with clear span of 20m, subjected to the
following:
Dead load including self-weight = 20kN/m
Imposed load 12 kN/m
Two-point loads = 150kN each spaced 2 m apart.
Transcribed Image Text:3. Design a welded plate girder for a simply supported bridge deck beam with clear span of 20m, subjected to the following: Dead load including self-weight = 20kN/m Imposed load 12 kN/m Two-point loads = 150kN each spaced 2 m apart.
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