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LC Designs <br />2205 E Dory St <br />Goddard, KS 67052 <br />www.lcdesigns.us <br />Project Job Ref. <br />Section Sheet no./rev. <br /> 2 <br />Calc. by <br />L <br />Date <br />1/14/2025 <br />Chk'd by Date App'd by Date <br />Required slab thickness (Fig. A1.5);hmin = 12.26 in <br />hmin / h = 0.876 <br />PASS - Slab thickness is adequate to avoid live load-induced cracks <br />Crack control options <br />Reinforcement type;Bar reinforcement <br />Reinforcement provided;#7@6" each way <br />Area of reinf. provided;As_prov = 1.2 in2/ft <br />Minimum area of reinf. required;As_req = 0.005 × h = 0.84 in2/ft <br />As_req / As_prov = 0.698 <br />PASS - Area of reinforcement exceeds minimum required area <br />Note - Min. steel is calculated based on 0.5% (PCA 2001) of slab cross section area for crack-width control (8.3) <br />;