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a I KUU I UIWL UtJI ilv AJJOUP I I t5 Project Title: <br /> Engineer: <br /> Project ID: SDA#7673 <br /> Project Descr: <br /> • <br /> File 767120E1902 ec6 <br /> ASCE Seismic Wall Anchorage Software ht ENERCALC,INC 1983.2020,Bute.1220.5.31 <br /> Lic.#: KW-06011301 STRUCTURAL DESIGN ASSOCIATES <br /> DESCRIPTION: URM TOP BRACE <br /> Seismic Wall Anchorage per ASCE 7-16 <br /> Description : URM TOP BRACE <br /> SDS = 0.8520 I:Importance Factor = 1.0 Wall Weight = 82.0 psf <br /> Wall Height = 16.0 ft Parapet Height = 1.0 ft <br /> Horiz. Spacing between anchors = 4.0 ft Tributary Height=Wall height/2+Parapet = 9.0 ft <br /> Out-of-Plane Force for Structural Wall Design <br /> (For all SDCs) 0.4*SDS*I1Veight 27.946 psf Controlling Value = 27.946 psf <br /> 10%*Weight 8.20 psf <br /> Out-of-Plane Wall Anchorage Force <br /> H = 44.0ft Z = 12.0 ft Lf = 50.0ft <br /> Anchorage is not at roof and all diaphragms are not flexible : Multiplier = 1.0 <br /> Ka = 1,50 <br /> Based on(12.11-1) = 1,509.06lbs Controlling Value = 1,509.06 lbs <br /> Based on lower limit for Fp = 885.60 lbs <br />