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Simpson Strong-Ve' ... M-21 Il
<br /> MPBZ
<br /> Moment Post Base (cont.)
<br /> 1inese products are avalWl e v ith additional corrosion protection.For more Intorination.sae p.14.
<br /> ..._..............1._----T._.__ _...-- ___-_- ______ ........______.........._____.____-------------------------------------------
<br /> Concrete Wood Assembly
<br /> Dimensions Allowable Loads Allowable Loads(DFlSP)
<br /> _-______________----------------------- ....... Rotational CL
<br /> !Nominal! (in.) Strong-Drive, T Moment M Stiffness Code rc
<br /> Model 1 Column 1 Uplift Lateral Ft f Moment U
<br /> No. i size I SDS Screws MAW Dowttload iownload+ M {in.Ib.1 Ref.
<br /> 1Wt/1 D 1 j (100) (160) ` (ft.-(ft.-lb.) fad.)
<br /> W2 H -�-� Uncraccetll Cracked IUncracked Cracked Uncracketl Cracked
<br /> Non-Reinforced Concrete a)
<br /> Wind anti Seismic Deli n:Cale or A&B::
<br /> - -=9 _ g Y
<br /> M?644Z 4xz ;3arr;lltial7'h {76)1�'x2ria' 4,9D0 "u,82G 1,75Q I 1,225 1,350 04 0,240 6,410 t,520 124;•,000
<br /> _---� _--_ -- W._
<br /> MPBGGZ I (a 15%d 71/a 7Ya (24)rii'x 2W'1 5,814 1 5,315 1 3.435 2,405 2.w.0 I.875 9,3G0 70,855 3,730 2,4C5,000 Fl,LA
<br /> MP088Zi 8x8 7%a 7'ia 7'/. (36}'J+'x3' :;i`> 7,246 5.56Q -4,1GQ 2,91Q 15J2Q 17,890 4,560 5,515,0001
<br /> Seismic DesigriCategdry CWF:
<br /> I
<br /> MPS44Z•` 4xz ':34iaf7Ys 7:4 (16)'.'a'x2' 47db 3,350 1,535 1,U76 1.1bQ 831 1 h,2h0 6.410 1 1520 1,245AOQ
<br /> e_;_-_-- _ __---};" -; F ii 1,645 � 9,360 10,85b 3:73Q 2,4C5,000 IGG,
<br /> Fl_LA
<br /> MP956Z' 8x6 15.ia /ya 7;i !24 ry x 2 it 5 81) 5,81J 0 0 2,17Q 2,C
<br /> - 3.4rU4.560
<br /> --- -
<br /> :M 688Z P.xB �7-., 7!/i 714 (3(a)ra x3 (i,9t•5 4,R,,. 550 15.12Q 17,69Q 4,5G(}- s,5
<br /> Reinforced Concrete
<br /> iY
<br /> _ _ Wind and$etsmic pesigh Category An _ _
<br /> ID M E44Z 4a 3'Via 7Yi 7is 1G a x,h' �4,90`0 3.820 700 1.225 I,a20 1,520 6.240 6,410 r 1,5K_ 1,245,000
<br /> MPBG6Z 8xf; 5 is 7Ya 7Ya (24)Yd x 2'h' 5,815 i 5,815 1 3,435 2,EO 3.730 3.17Q 9,380 i0,855 3.730 2A0a,000 1bC i
<br /> 141P688Z 8x8 7 isl 71 71: ,3t3)'%:'x3" %- Si..i' 7,200 1 5,5401 L,56Q 1 4,5:r4 15,120 17,090 4,560 5,373,000 L,
<br /> • F LA I
<br /> Sei§ioie DesignCategory C-F.
<br /> { ----
<br /> M?844Z 1 4x4 3 w[/'a i 16 Y.
<br /> x2'z 4 785 3,350 1 e35 1 Q75 1520 1,52Q , G 24Q bAiO 1,520 i 24F 400
<br /> 9 71 l( )' '
<br /> ivtP866Z: 6x6 j 5�t 7 it 77 t/a (24)JA Tx 2,F 5,815 ?,0 b ( 2,110 ?,350 ! 2,795 9,36D D.855 3,739 2,4C•5 oD0 IB
<br /> _ T _ FL,LA
<br /> MPBUZ 13x8 Ina i'ia 7'e: (361'!:"x3" 1r:5 8.965 4.875 4:5ti0 i 4,560 15.12Q 17.890 I 4,580 5,3;SA00 I
<br /> ----- _ ---�--� - ---
<br /> 1. Loads rnav not bF;irt,:reased fa•duraton of load.
<br /> 2. Hqher download can oe achieved by solidly p&,Y,ing grout in the 1"vanded area before installsw.)n w the post.Alkr:,raUe download sW-11 bee Uased
<br /> on either the wood post design or the concrete design calculated per code.
<br /> L'onaste shag Rave a minin-alrn corr oressive strongth of I',=2.5m psi.
<br /> s. Tr'ilr•.;Iated rotational stillness acco.nnts for_Ike rotation of the Lraase assembly attribu:able to deflection or the kx)tm&c1pr,fastener slip. ux7 post iefomkcticll.
<br /> ()&signer must account for ad•Jitional delieChUn attrouteUle to ben.Jiruj of;he po31.
<br /> 5. Multiply Seismic and Wind AS^a%ei t::c'- i,;r_s or 1.Bi,respective€y,to ebtar.I_RFD dapartit,es-
<br /> 6. In accordamp with�18C,Section 1513.t,detached one-Fnd tvia-family dvregings in Seismic Design t Secc,ry{,SDC1 C map use-Wind and SD(;A.&U'
<br /> z allo watile loads.
<br /> Foundation dintensioru are for arnc horage only.Foundation deskjr,(size and rEklfo wnent)by designer.
<br /> e. Allowable load shall be the lesser of the wood assembly or concrete allowable load.To sch ove full wood assoa,bly alarwablo mornent loaft additional
<br /> s concrete design and reinforcOmExnl by dssigrier is required.
<br /> c 0. For darting s(mL1118neJ1_l*h9 more tl ears one dir&cticn,the allowable lead mull Le evaluat6d us".the followng equation:(Design Ullitt!:Allowable UtAitt,
<br /> c
<br /> u_ or t7esign f]ow:',k,ad r Agk;vrable Downba'dj+•(Design ltilornerst l Allo'n+aCde I4tornent).r.8)&stop i Lateral"'Allowable L.aterarj 1 J.
<br /> 10.To account for shrinkage up to 3`)0,multiply rotational stiffness by 0.75.Rscl=ion mad'be hn„arly in?erpolaled`or shrinkage less than 3%.
<br /> C
<br /> c SECTION C
<br /> $post.MPe3RZ `(.i'
<br /> t andconcrete block '> "' ( P.xten.cle at ro hook
<br /> +t'i:-r?:post
<br /> I'.�min.clear from MPBZ)
<br /> r 8%8 F
<br /> a lIe ll e'min. d _ ll
<br /> ra s i r sidecover ttyp.) r r:i �" 'a fir..
<br /> �, I"soul oft I �� ��, � S r4 horizontal
<br /> k> d----j_- � r 2'typ. �° ties x3 3'spaLirHl
<br /> r 3'extensror. _ d (square and
<br /> at tl9 MOk - S i i cy ra uund
<br /> c-af` 3" pt.Gear ,,.-� shy.'d ties)
<br /> tV0_
<br /> n L u
<br /> .)
<br /> Slandard hooks {8}'S sKrU zl ra7ar
<br /> Cone ke T at S'on center
<br /> ? ,.. per ACI3i8(t/p.)..._.. :gym --�.-� aid,
<br /> raver per._.! Footing unWss noted x r
<br /> ACI-318 b by otherwise
<br /> nnlrss : des((1nrr I 2P.'square Concrete cover
<br /> noted ('=ice ___ --- I..._per ACI.318(typ.)
<br /> otherwise * ( unless noted
<br /> T x-...._.__. Fooling by designer otherwise
<br /> Concrete cover per ACI-318-I
<br /> unless noted othereAst MPB88Z
<br /> Reinforced Concrete Footing
<br /> Footing(size and reinforcement)by designer.Standard hook
<br /> geometry in accordance with ACI 318 artless noted otherwise.
<br /> 26 81
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