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Average Equivalent Web Thickness 6o y= 0.319 <br /> Average Area of Wall Assembly A,,,,g = 49.6 in2/ft t1C1AATEK 14-01B <br /> Average Area for Hollow Block Ahollom = 41.5 in2/ft NCMA TEK 14 018 <br /> Average Moment of Inertia Io„y = 352 in4/ft NC61ATEK 14-018 <br /> Radius of Gyration r= 2.66 in NCI.IATEK 14-01B <br /> Cell Void Width 'wvoid= 6.31 in Fgwe 1 of NCLIATEK 14-GIB <br /> Cell Void Height hvoid = 5.13 in Figure I of TEK 14-018 <br /> Masonry Modulus Of Elasticity E,N = 1570 000 psi TIAS 40J602.16CI.42.2.3 <br /> Steel Elastic Modulus Ea = 29 000 000 psi <br /> Ratio of Modulus n= 18.4 <br /> Area of Steel Reinforcement Provided As = 0.0275 i112/ft <br /> Ratio of Steel Reinforcement p= 0.000601 T1AS 4071602-16 CO 3.4.4 <br /> ILoad Combinations(ASCE 7-16) <br /> ASD Load Combinations LCASD = <br /> Load Combination _ Factored Axial Load P_,tW/B) Factored Moment Load Al„Ob-ft/ft) I Factored Shear If.pb ft) <br /> D+F 867 68.61 5.71 <br /> D+H+F+L 4870 I 513 42.8 <br /> D+H+F+L_r 867 68.6 5.71 <br /> D+H+F+S 867 68.6 5.71 <br /> D+H+F+R 867 68.6 5.71 <br /> D+H+F+0,751-+0.75 L_r 3870 402 33.5 <br /> D+H+F+0.75L+0.75 S _ 38701 402 33.5 <br /> D+H+F+0.75L+0.75 R 3870 402 33.5 <br /> D+H+F+0.6W,dn 867 68.6 5.71 <br /> D+H+F+0.7E - - 867 68.6 5.71 <br /> D+H+F+0,45W do+0.75L+0.75L_r 3870 402 33.5 <br /> D+H+F+0.45W_dn+0.751-+0.755 3870 402 33.5 <br /> D+H+F+0.45W_dn+0.75L+0.7511 3870 402 33.5 <br /> D+H+F+0.525E+0.75L+0.755r-- 3870 402 33.5 <br /> 0.6D+0.6W,up+H 520 41.1 3.43 <br /> 0.6(D+F)-0.7Ev+0.7Eh+H 520 41.1 3.43 <br /> IOut of Plane Shear(TMS 402-16 CI.8.3,5) I - ----- - -- <br /> Allowable Stress(Masonry) F„m = 47.1 psi TRI5402/602-160.835.1.3 <br /> Grouted Shear Wall Factor ryy = 1 T61S40J602.16CI8.3.5.1.2and C1.8.3.5.1.3 <br /> Allowable Shear Stress F„ = 47.1 psi TMS40'J60216083.5.1.2 <br /> - I Out of Plane Bending+Axial Interaction Table(TMS 402-16 CI.8.3.4 and MDG 2016 Ch.11.4.3) I - <br /> Allowable Masonry Compressive Stress Fb= 787 psi TAIS4021602.16083.422 <br /> Slenderness Ratio h/r= 54.1 IMS402/602-16CI.83.42 <br /> Effective Width Considered beff = 48 in TM5 402160 2-1 6 0.5.1 2.1 <br /> Balanced Neutral Axis Factor kbai = 0.42 A10G 2016 Eq.11.4.7 <br /> Balanced Steel Ratio psi = 0.00827 MOG 2016 Eq.11.4-8 <br /> O � p <br /> u.a <br /> KxAI. <br /> Greenfield Rev 3 Page 14 of 52 <br />