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Masonry Gravity Wall(ASD)(version 5) Created with ClearCalcs.com <br /> Client: Date: Apr 18,2024 <br /> Author: THOMAS FULGHAM job#: <br /> Project: GreenShield Subject: MW3 <br /> References: TMS 402/602-16,NCMA TEK,IBC 2018,ASTM C90,ASTM A615,MDG 2016 <br /> Out of Plane Bending+Axial Interaction Diagram <br /> •Partia.)j Grouted Moment-Axial Interaction Erve!ope <br /> 1 S000 <br /> 10000 <br /> 5000 + <br /> + <br /> 0 <br /> Soo 1000 1Soo 2000 2500 3000 <br /> MomentotrR/Fl) <br /> Summary <br /> Maximum Out of Plane Moment M= 513 lb•ft/ft <br /> Maximum Allowable Moment M' = 3080 Ih•ft/ft <br /> Maximum Axial P= 4870 lb/ft <br /> Maximum Allowable Axial Considering , <br /> P — 15 0001b/ft Th1S 402/602-16 C1.8 3A 2 1 <br /> Slenderness Effects <br /> Maximum Out of Plane Shear V= 42.8 lb/ft <br /> Maximum Allowable Shear V' = 1890 lb/ft <br /> Masonry Properties <br /> Block Width 8"CMU KCUATEK14010 <br /> Height of Wall H= 12 ft <br /> Specified Compressive Strength f,,, = 1750 psi U0.1A TER 0206.ASTAI C90 <br /> Density of Concrete Masonry Block w, = 45 pcf 1,0.1ATEK 14.13s <br /> Type of Masonry Concrete <br /> Fully or Partially Grouted? Partially <br /> Position of Supports(from Bottom) <br /> Support Type I Position z(ft) <br /> Pinned 0 <br /> Roller 12 <br /> Sp.F� <br /> Reinforcement i Pro ertes <br /> p <br /> Reinforcement Grade Grade 40 TAB 402/E02.16 C3 83.3.1 <br /> 44-12 <br /> #3 <br /> Bar Size <br /> Layers of Reinforcing Steel One <br /> o/ 3 ioi? <br /> Greenfield Rev 3 Page 12 of 52 <br />