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13-452-014.... __---- - .... ....... ____��_�_ -__-_'__... ... .... ...... ___ Project: Number: Date: 8ep1ember'10.2002 -T: ' F- Sheet of �� ----------- -- ----'---'--------- �� ... �� ................. �� CMQ87,07.06 Filename: vva| doeign,dsd Reinforced Concrete MmamnryVVaUperi8Q8AC|53OSecUon2.3 -VVorkinla Stress Design - MM 7 ��@��o^�� IN � at 1615 inches frnm the loaded face Sup»urtCon(Jid0n: Pinned Top and Bottom Wall Section Allowable Stresses: /«\ VVa| : 0.87 11.00' high. 8" non/inai thickness CK8Uwall Cells Grouted at 40" o,r. Fv= 1�B°J7'm (<50 psi) h' = 132 in r=2,G33 in h'Ir= 50,13 Wall Material Properties: Fu=DM,ƒ'm(<2UDOpsi) = f'm = 1,500 psi Fs=O.5^f (<24000 psi) = f = 60,000 psi For Load Combinations with win or seismic loads: Em= 1.350 ksi 51.64 psi Es 29,000 kmi 435.9 psi n = 21.48 660.0 psi Applied Loads: P K8 Wall Weight iba lb--in pof Dead Load 200 D 50 Floor Live Load 240 D Roof Live Load 0 O Snow Load O O Lateral Loading: # Load Load Load Start Load End Condition Type Location Value Location Value E. VV, H 11 P`7r,K0 u ft /b.psf,(b'in ft pof 1 VV T 2.5 GG 11.0 56 Seismic Design Category: /\ F<�1'(MY14Ohu= 0.87 For Load Combinations without wind nr seismic loads: Fv= 1�B°J7'm (<50 psi) 38.73 psi Fa=O25°f-"J1-(h'/14Or)IJ 326.9 psi Fu=DM,ƒ'm(<2UDOpsi) = 495.0 psi Fs=O.5^f (<24000 psi) = 24,000 psi For Load Combinations with win or seismic loads: Fv= 1.33[1.0^V (<50 psi)] = 51.64 psi Fo= 1.33{0.25^f'm[1 -(h7148r)q] = 435.9 psi Fb= 1�33[}.33°f'm(<2080 psi)] = 660.0 psi 1� E= Earthquake Force, VV= Wind Force, M= Soil Pre,amnLoad 2. P = Point Load, T = Trapazoidal or Uniform Load, M = Concentrated Mornent