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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 />Anchorage <br />S24-0082 <br />SHEET # <br />ENGINEER <br />DATE <br />JOB # <br />7/22/2024 <br />C. Landis <br />Mwind,m =4852 lb-ft Moment demand on (E) member from lateral wind loading <br />Mwind,r =2273.2 lb-ft Moment demand on (E) reinforcing member from lateral wind loading <br />x =12 ft Location on span where demand acts <br />DLm =7.7 psf Roof dead load on (E) member <br />DLr =3.6 psf Roof dead load on (E) reinforcing member <br />LLm =10.3 psf Roof live load on (E) member <br />LLr =4.8 psf Roof live load on (E) reinforcing member <br />See Attached Enercalc Reports <br />Framing Check: East-West Screen Support (For Members w/o (E) Reinfocement) <br />b(E) =3.5 in Width of existing beam <br />d(E) =15.25 in Depth of existing beam <br />IE) =1034.4 in 4 Moment of inertia of (E) member <br />E(E) =1700 ksi Modulus of elasticity of (E) member <br />IE(E) =2E+06 Product of moment of inertia and modulus of elasticty <br />b(R) =1.75 in Width of (N) reinforcing member <br />d(R) =11.87 in Depth of (N) reinforcing member <br />IR) =243.9 in 4 Moment of inertia of (N) reinforcing member <br />E(R) =1900 ksi Modulus of elasticity of (N) reinforcing member <br />IE(R) =463407 Product of moment of inertia and modulus of elasticty <br />IEtotal =3E+06 in 4 Sum of products (1 (E) member and 2 (E) reinforcing members) <br />I(E)/Itotal =0.6549 Ratio of (E) member moment of interia/modulus of elastic product to sum <br />I(R)/Itotal =0.1726 Ratio of (E) reinforcing member moment of interia/modulus of elastic product to sum <br />PDL,m =251 lbs Dead load demand from roof screen framing acting on (E) member <br />PDL,r =66 lbs Dead load demand from roof screen framing acting on (E) reinforcing member <br />x =14 ft Location on span where demand acts <br />Mwind,m =6154.6 lb-ft Moment demand on (E) member from lateral wind loading <br />Mwind,r =1621.9 lb-ft Moment demand on (E) reinforcing member from lateral wind loading <br />x =12 ft Location on span where demand acts <br />DLm =9.8 psf Roof dead load on (E) member <br />DLr =2.6 psf Roof dead load on (E) reinforcing member <br />LLm =13.1 psf Roof live load on (E) member <br />LLr =3.5 psf Roof live load on (E) reinforcing member <br />See Attached Enercalc Reports <br /> BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH <br />CHECK 2: <br />3009 S Daimler St <br />11/18/2024