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验算如题35图所示工字型截面压弯构件平面内稳定性，已知构件长14m，跨中有侧向支

高老师2年前 (2024-03-27)钢结构(02442)27

验算如题35图所示工字型截面压弯构件平面内稳定性，已知构件长14m，跨中有侧向支

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