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PROJECT <br />CLIENT <br />LOCATION <br />ITEM <br />Edwards Advanced Catheter Lab TI <br />TDA Architects <br />Santa Ana, CA <br />Roof Framing EFs <br />S24-0082 <br />SHEET # <br />ENGINEER <br />DATE <br />JOB # <br />7/22/2024 <br />C. Landis <br />IEtotal =3E+06 in 4 Sum of products (1 (E) member and (2) reinforcing members) <br />I(E)/Itotal =0.6546 Ratio of (E) member moment of interia/modulus of elastic product to sum <br />I(R)/Itotal =0.1727 Ratio of reinforcing member moment of interia/modulus of elastic product to sum <br />(E) Member Check <br />P(E) =271.0 lbs Demand from worst case units acting on (E) member (P*ratio) <br />x =15.9 ft Location where demand acts <br />DL(E) =9.8 psf Dead load demand on (E) member (DL*ratio) <br />LL(E) =13.1 psf Live load demand on (E) member (LL*ratio) <br />See Attached Enercalc Report <br />Reinforcing Member Check <br />Preinf =71.5 lbs Demand from worst case units acting on single reinforcing member (P*ratio) <br />x =15.9 ft Location where demand acts <br />DLreinf =2.6 psf Dead load demand on single reinforcing member (DL*ratio) <br />LLreinf =3.5 psf Live load demand on single reinforcing member (LL*ratio) <br />See Attached Enercalc Report <br /> BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH <br />3009 S Daimler St <br />11/18/2024