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sheet pile wall axial loads
hello:
i am designing a steel sheet pile retaining wall with a 12"
concrete facing on the front face attached via shear studs. i also have a concrete shoulder/barrier shape sitting on the embankment/facing, and these are introduce axial loads and eccentricity.
what formula do you think i should use to evaluate combined bending effects? for soldier piles i have been using aashto formula 10-43 assuming that the pile is braced against buckling. ( which is (fy/0.472fy) + (fbx/fbx) + (fby/fby) < 1.0 ) do you think this formula also applies for sheet piles?
thanks a lot.
you can refer to the pile design manual by corus.this is available in their website.

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2009-09-15, 10:11 PM	#1
huangyhg 超级版主注册日期: 04-03 帖子: 18592 精华: 36 现金: 249466 标准币资产: 1080358888 标准币	sheet pile wall axial loads sheet pile wall axial loads hello: i am designing a steel sheet pile retaining wall with a 12" concrete facing on the front face attached via shear studs. i also have a concrete shoulder/barrier shape sitting on the embankment/facing, and these are introduce axial loads and eccentricity. what formula do you think i should use to evaluate combined bending effects? for soldier piles i have been using aashto formula 10-43 assuming that the pile is braced against buckling. ( which is (fy/0.472fy) + (fbx/fbx) + (fby/fby) < 1.0 ) do you think this formula also applies for sheet piles? thanks a lot. you can refer to the pile design manual by corus.this is available in their website. __________________ 借用达朗贝尔的名言：前进吧，你会得到信心! [url="http://www.dimcax.com"]几何尺寸与公差标准[/url]