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Section Cut Design Summary <br /> RAM Concrete Shearwall 15.08.00.37 <br /> BAMSnueturaIStran Database: 154191_Everett Mid-Rise_Crane Opening_18-04-27 05/03/18 15:17:30 <br /> l&enitey Design Code: ACI 318-14 <br /> Section Cut ID: SC5H:5 (Horizontal) <br /> Story: 3rd <br /> Ag= 384 in2 Imaj = 32768 in4 Imin= 4608 in4 <br /> Major Axis Orientation: 0.00 degrees (CCW from global X-axis) <br /> Wall Design Group: 5 <br /> Design Status: PASS <br /> SC5H:5 <br /> Min <br /> Mai PLAN VIEW <br /> Axial/Flexural Results: <br /> Interaction: 0.060 OK <br /> Pu= 36.47 kips phiPn= 612.08 kips <br /> Mu= 28.5 kip-ft at Beta= 3.2 deg CCW from Major axis <br /> Controlling Load Combo: 1.200 D+0.500 Lp+0.200 Sp+ 1.000 E7 (LC 151) <br /> Code Ref: 11.4.2.1 <br /> Shear Results: <br /> Segment SC5H:5: <br /> Length=2.67 ft Thick= 12.00 in fc = 5000 psi fy= 60 ksi <br /> Vert Bar Pat: Horiz Bar Pat: <br /> r r r f r - r - C f f f r r r r f f r r f r f c r <br /> r. , , , . . . . . , . . . . . . . . . . . . . . phiVn= 98.6 kip Uh <br /> Controlling Load Combo: 1.200 D+0.500 Lp+0.200 Sp - 1.000 E7 (LC 155) <br /> Code Ref: 11.5.4.6 <br /> Reinforcement Checks: <br /> Min Vert Reinf Ratio: Limit: 0.250% .Actual: 1.879% (11.6.2) <br /> Segment SC5H:5: Page B22 <br />