![]() ![]() …17.2.3.1 Tensile component of the strength level earthquake forces applied to anchors exceeds 20% of the total factored anchor tensile force. Net forces on each anchor (positive is Tension)Īnchor number 2 carries maximum tension of □□ 8 = 2 □□□□ 4 4ģ Requirements for Tension Loading Our Seismic Design Category is ‘C’, so we need to satisfy additional requirements for seismic design.
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