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Recent content by Nedal Mohamed
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design of inclined tie rods
thread158-267413 Hello, I would appreciate some help or advice on designing tie rod anchors and wale beam for sheet pile headwall. Tie rods in this case are not perpendicular to the wall or the wale beam. Tie rods are inclined (45 degrees) in the horizontal direction (i.e. when you look at the...- Nedal Mohamed
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- Forum: Earthwork/grading engineering
