![]() Since □□□□ 2.5 × □□1 = 2.5 × 4 = 10 So, our case falls under deep embedment close to an edge, and side-face blowout should be checked. Hence, we have to design in accordance with 17.2.3.4.3 and corresponding strengths will be determined in accordance with 17.2.3.4.4 …17.2.3.4.2Ĥ Failure Modes 4.1. …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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