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Tank Anchorage Design 9/17/2020 <br /> Anchor Design <br /> Shear Force 1201.3998 lbs <br /> Bending Moment 2502.9163 lbs-ft <br /> Normal Force 4711.3718 lbs <br /> Number of Anchor Plates 2.0000 <br /> Number of Bolts/Anchor per Plate 2.0000 <br /> Overstrength,O 1.0000 ASCE 7 Table 15.4-2 <br /> Shear/Plate 600.6999 lbs <br /> Shear Resistance (Friction) 1177.8430 <br /> Shear/Bolt -288.5715 lbs (Negative means no shear) <br /> Moment/Plate 15017.4977 lbs-in <br /> Normal Force/Plate 2355.6859 lbs <br /> Distance between Bolts at Plate 47.2500 in <br /> Tension/Bolt -35070.2740 Ib (Negative means no tension) <br /> No Anchorage Required,but should be installed as a best practice. <br /> Q�pr-ESS10 <br /> GREY <br /> rr m <br /> IRE$Z �Z� <br /> CML Q��Q <br /> 9�F OF CAL��O <br /> JM Equipment <br /> 321 Spreckels Ave Manteca, CA 95336 Page 2 of 2 <br />