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DEWALT DESIGN ASSIST 1.7.6.0 Page 3 <br />10010 - Collectors Column Base <br />8/6/2025 <br />7.Warnings and Remarks <br />ANCHOR DESIGN CRITERIA IS SATISFIED <br />The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in. Therefore, <br />you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. <br />Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an design <br />professional/engineer, particularly with regard to compliance with applicable standards, norms and permits, prior to using them <br />for your specific project. The DDA Software serves only as an aid to interpret standards, norms and permits without any <br />guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. <br />Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to <br />seismic design categories C, D, E and F. <br />Under these seismic conditions, the direction of shear may not be predictable. In accordance with ACI 318 the full shear force <br />should be assumed also in reverse direction for a safe design. Load reversal may influence the direction of the controlling <br />concrete breakout strength. <br />8.Load Condition <br />Design Loads / Actions <br />Nu 120.0 lb Vux 240.0 lb Vuy 0.0 lb <br />100% <br />0.0Muxin-lb0.0Muz <br />X Direction 100%Consider Load Reversal <br />in-lb Muy 14400. <br />0 <br />in-lb <br />Y Direction <br />Input data and results must be checked for agreement with the existing conditions, the standards and guidelines and must be checked for plausibility <br />Page 9.3