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Fi JOI N_$ ItL �.�LY LC-411i no. AU rtRa <br />' ENGINEERING INC Title: GENERl, RETAINING WALL <br />.41 V-MLL <br />1140 - 140TH AVENUE N.E., SUITE D Descr: <br />page <br />of <br />BELIAMN, WASHINGTON 98005 <br />Job N: By:M.S.M. Date <br />(206) 747-1500 <br />RetainPro 3.1(c)1993 File:ALI:FIi <br />RPF <br />FAX (206) 741-1�403 _ <br />- 8 DESIGN - - -------"------- <br />------ <br />2 of 2 <br />(Values shown for - concrete <br />stems have been factored)ns <br />�- Descending , Highest • [,••� <br />� <br />Const!uction Data <br />Highest (use columns from left to <br />Stem <br />--------------------------- <br />--------------------- <br />ft <br />-DESIGN H':. ABOVE FTG, <br />WALL TYPN ABOVE HT. <br />a 0.00 <br />:Concrete <br />in <br />Thicknes:1 (nominal) <br />9.00 <br />4 <br />IIF <br />Reber Sire <br />1Edge <br />in <br />i <br />Rebar Spacing <br />Edge <br />_ <br />Rebar Placed at <br />,•„ <br />DfiSIGN DATA.......:...... <br />fb/Fb - fa/Fa <br />... <br />0.590.. <br />t <br />II <br />Lateral Load • Design Ht <br />s.� <br />. 2,071 x 15 = 2('aft) 7 <br />�2 <br />ft-0� <br />MOMENT Actual <br />Allowable <br />3632 <br />L*4-Q, (g <br />ft-F. <br />i <br />SHEAR. Actual <br />4.28 <br />Allowable <br />76.03 <br />Embedment. Length Req'd <br />= 6.26 <br />pef <br />Wall We:.aht 100.0 <br />Rebar Paced at Depth 'd'- 6.25 <br />in <br />I <br />; <br />MASONRY I)il1'A ............ <br />........ <br />p•1 ; <br />f'm <br />Psi, <br />Fs <br />` <br />Grout i n l <br />Special Inspection <br />n : k:t FM <br />' <br />Short 'Perm Increase <br />... ................ <br />CONCRETE: nATA............ <br />2,000 <br />psi. <br />psi+ <br />f'c <br />= 40,000 <br />SU.wy OF FORCES & MOMENTS -------- <br />------------- <br />- �- <br />overturning Moments Resisting Mianu <br />Orig , of Force: <br />Heel f.c•tive Press. <br />Soil wer Heel <br />Toe Active Press. <br />Soil ever Toe <br />Slope(: Soi'•. • Heel <br />Adjacent rtg. Load <br />Surcharge • Heel <br />Surcharge • Toe <br />Axial road or. Wall <br />Loads Proj. Wall <br />Averaged Stem Wts. <br />Earth Behind Stem,, <br />Added Lateral Load = <br />Footing Weight • <br />Key Weight • <br />Vert. Componant of <br />Active Press. <br />TOTALS <br />Tota)s used for Soil <br />M ft ft-# <br />--858 2.33 2,001 1,375 2 3,724 <br />-16 0.33 -6 <br />0 <br />0 <br />0 <br />0 <br />-Pressure, <br />0.00 0 <br />0.00 0 <br />0 <br />0.00 0 <br />0 <br />0.: <br />0 <br />0 <br />0.t <br />0 ; <br />0 <br />0. <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />600 <br />1 <br />800 <br />0 <br />0 <br />0' <br />0.0c 0 <br />562 1.3- 1,05c <br />0 0." 0 <br />0 0 1' <br />1,995 2,537 -5_579 <br />pv Not Included. 2,537 5,579 <br />( <br />