Laserfiche WebLink
ww r.uMt!\'mn Ylfma`ra!va:4tmi'kis...to u4l-trwaremixir.:...:st.f5t e•.m.a.e.ms ay,.r.35u�#'tiuv.u.uas a,{...ikuti't t.wa.rcYass's®...eu»'6'..m-zrmr.'s'i'«w..sams:n ce...—symea zn...zssu.-n'v.—..*vxwr�r zzwn ar-»m:...«..rwn sawn.....n e.w.. <br /> MSEW--Mechanically Stabilized Earth Walls Proposed Storage Building <br /> Present Date/Tone Fri Jan 08 13:05 4S 2016 G:\USERS\CdeckerlProposed Storage Building\MSE Walis15"Compact Keystone BEN <br /> a..a.au.Av\...wls*Inv am,,syi4,.ta..1v.. tiptsx..,.,.Ut.s..wrz...s..•...my#:...-.,?..,,..wz+w\a i..ce}gµi*s ... aLLKa.\a*P1Aw'nsq..tf0,Pet.wnw..a i+w14Nf10,.... t ..-srrnay r4Ys^...x.”.{R tnr»'5,M,.lavn•k _ <br /> INPUT DATA: Facia and Connection (according to revised Demo 82) <br /> (Analysis) <br /> =A type: Facing enabling frictional connection of reinforcement(e.g.,modular concrete blocks,gabions) <br /> Depth/height of block is 1.00/0.67 fr. Horizontal distance to Center of Gravity of block is 0.50 ft. <br /> Average unit weight of block is yr= 125.00 lb/ft 3 <br /> Z/Hd To-static/Tmax Top of wall <br /> or To-seismic/Tmd Z/Hd 0.00 <br /> 0.25 <br /> 0.00 1.00 0.50 <br /> 0.25 1.00 <br /> 0.50 1.00 0.75 <br /> 0.75 1.00 1.00 <br /> 1.00 1.00 1.00 0.90 0.80 0.70 0.60 0.50 <br /> To-static/Tmax or To-seismic/Tmd <br /> Geogrid Type#1 Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 <br /> a to CRult(2) a CRult a CRult a CRult a CRult <br /> 1044.2 1.00 <br /> 2088.5 1,00 N/A N/A N/A N/A <br /> Geogrid Type#1') Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 <br /> a CRcr a CRcr a CRcr a CRcr a CRcr <br /> 1044.2 0.60 <br /> .5 0,90 N/A N/A N/A N/A <br /> 0}a =Confining stress in between stacked blocks [Ib/ft 2} <br /> (2)CRult=Tc-ult/Tult <br /> (3)CRcr=Tcre/Tult <br /> In seismic analysis,long term strength is reduced to 80%of its static value. <br /> D A T A (for connection only) Type#1 Type#2 Type#3 Type#4 Type#5 <br /> Product Name Mirafi 5XT N/A N/A N/A N/A <br /> Connection strength reduction factor,RFd 1.30 N/A N/A N/A N/A <br /> Creep reduction factor,RFc N/A N/A N/A N/A N/A <br /> isw..}e.W%W'C�'va4 #f1Rita'riwrB�9ti Yxa wfi4 -Nsu?5+8d%'r'm+.iWCFI <br /> Proposed Storage Building Page 4 of 6 <br /> Copyright 0 1998-2008 ADAMA Engineering,Inc. License number MSEW-301803 <br /> .x..uxrrarz..w.0{s •.-- .taft.6110bliAamaigitiPamaaMMAXIammalatigaESma140440.4altaNGLt - - x= -- <br />