It is generally known that web with a slant stiffener has shear strength bigger than perpendicular stiffener. Such the web with a slant stiffener are effective for the middle shoe of continuation beam, but there is the article of Yonezawa (1978) in Japan, Dubas (1986) in foreign country, but there are few studies about web with a slant stiffener. The study is aimed for elucidating the behavior of the I-section beam with slant stiffener by using SolidWorks. This example of Analysis is done with initial imperfection.
斜め補剛材を有するＩ形ばりの挙動特性
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