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Eq. D-4, <br />Eq. D-29, <br />Table D.4.1.1, <br />Sec. D.4.3, <br />Sec. D.7 <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ <br />Ratio 0.26 <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ <br />Minor axis <br />Anchors <br />GEOMETRIC CONSIDERATIONS <br />Dimensions Unit Value Min. value Max. value Sta.References <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Anchors <br />Anchor spacing [in]5.00 2.00 --Sec. D.8.1 <br />Concrete cover [in]3.25 2.00 --Sec. 7.7.1 <br />Effective length [in]3.58 --11.67 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />DESIGN CHECK <br />Verification Unit Capacity Demand Ctrl EQ Ratio References <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ <br />Anchor tension [Kip]6.17 1.06 DL2 0.17 Eq. D-2 <br />Breakout of anchor in tension [Kip]4.55 1.06 DL2 0.23 Eq. D-3, <br />Sec. D.3.3.4.4 <br />Breakout of group of anchors in tension [Kip]7.49 1.93 DL2 0.26 Eq. D-4, <br />Sec. D.3.3.4.4 <br />Pullout of anchor in tension [Kip]6.85 1.06 DL2 0.15 Sec. D.3.3.4.4 <br />Anchor shear [Kip]3.21 0.18 DL1 0.06 Eq. D-29 <br />Breakout of anchor in shear [Kip]1.90 0.13 DL1 0.07 Table D.4.1.1, <br />Sec. D.4.3 <br />Breakout of group of anchors in shear [Kip]3.44 0.50 DL1 0.15 Table D.4.1.1, <br />Sec. D.4.3 <br />Pryout of anchor in shear [Kip]9.10 0.13 DL1 0.01 Eq. D-3, <br />Table D.4.1.1, <br />Sec. D.4.3 <br />Pryout of group of anchors in shear [Kip]14.47 0.38 DL1 0.03 Eq. D-4, <br />Table D.4.1.1, <br />Sec. D.4.3 <br />Interaction of tensile and shear forces [Kip]1.20 0.00 DL1 0.00 Eq. D-2, <br />Eq. D-3, <br />Sec. D.3.3.4.4, <br />Eq. D-4, <br />Eq. D-29, <br />Table D.4.1.1, <br />Sec. D.4.3, <br />Sec. D.7 <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ <br />Ratio 0.26 <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ <br />Global critical strength ratio 0.90 <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ <br />Page3