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arren Jackson- Faswall Alt 007.jpg Page 1 <br /> Tone: Job it <br /> oa9nr <br /> Project : <br /> Deject Notes: <br /> sees_ recw. % ♦ ' 29nkanrs�oawaaml.aR. <br /> concrete Slender Wall ENRCALCAC laNe11 axie11e,4dinstied, <br /> oescHpKn: labial!-Sanblelratalserbcalcaksaillon <br /> Design Maximum Combleatials-Moments. <br /> Reel Loa] Moment O6' <br /> 4 Combination Pu O.OSYCT'1 FW Mu Phi Phi Mn <br /> Wad 1 As ER As Fatia rho Eel <br /> 6. <br /> 41400 at 900 b 9.33 1643 9U0 1M 0W 087 129 0.100 0126 0L033 0.0107 <br /> +1.2000561.rv1601 at 90009.33 2991 9000 104 0.18 0.85 148 0100 0.150 00033 00107 <br /> +1E0•1.60L+0.03 Y 9.00 to 9.33 5224 9000 1.04 0.32 0.1 173 0103 0.187 00033 00107 <br /> +1100+1804.0.550.at 9.00 b 9.33 1844 9080 104 011 087 1.33 0.100 0.131 00033 00107 <br /> N AD+1.6&,.08mW at 5.33 to 5.67 1.95 9000 1M 030 087 120 0.103 0.126 0.0033 00167 <br /> •1200-0.94+16 at 900 b 933 893 90:3 104 055 075 207 0.100 0250 00913 0.0107 <br /> •120041918.0.80W Y 7.33 b 7.67 8433 91:00 104 0.62 0]6 203 0.100 0241 00333 00107 <br /> +1200AY4-0.50L41.6W at 500 to 533 2.052 9500 104 0.55 087 136 0100 0.134 0.0033 00107 <br /> +1.200+0.501..0503+1.60W at 533 b 5.67 4177 ROM 1.04 065 0,83 1.62 0.10 0170 0.0033 0.0107 <br /> +1200 0 tt+O.203.E at 533 b 567 2892 9000 1 M 089 085 147 0.100 0.148 01033 00107 <br /> .0.930+160W at 500 b 533 1168 9000 1W 0.53 088 124 0.100 0119 0.0033 0.0107 <br /> .0.93D+E e15 W b 5.33 1.166 90.00 1 W 0.60 088 1.24 0.100 0119 0.0033 0.0107 <br /> Design Maximum Combinations-Deflections <br /> PVIaI Load Moment Values s Iky neuv <br /> Load Combination Po ma Matlual gross cracked <br /> !effectiveDeflection M Da6n D .Ratio <br /> A 1-51.6 na 1'4 ked I,,Miry ma r <br /> D+L+Lr at 567 b 600 2267 1.04 0.08 125.00 591 125,00 0.004 30.1436 <br /> off+15 al 567 to 600 6567 101 0.26 12500 632 125. 13 0013 9,4547 <br /> D•L+W+SR at 500 b 533 MN 101 047 12520 715 125.000 0.023 5. 50 <br /> D+L+S•WR at 533 to 867 5562 tp 041 125.00 632 125.Ob 0.020 6A172 <br /> 0•L+5•E)l4 at SW b533 1.04aN 126W 031 • 125.W3 0.031 3617.5 <br /> C+OSIL+L0+0.rn Y 500 to 533 1.793 1 W 027 125.00 562 125000 0.013 9.1631 <br /> 0 40.56.41.040.7E at 500 to 533 1793 1.04 a0.5 12506 582 125.000 0.021 5687.7 <br /> Reactions-Vertical&Motiumal <br /> Load Combination Base µy®ntal Top Hotrsonlal Vertical®WaA Base <br /> D0a7 00 w Oaa es 1025 r <br /> S Only 00 :c., 002 ion 2678 k <br /> WOYy 0.1 io= 0f8 la. 0.0W e <br /> ECNy 02 lbs 015 le,. 0000 I. <br /> D+L+Lr 0.0 ',m 001 m, t6m r. <br /> DiaL+3 00 toed aim .0. 4.377 e <br /> D+L+W+gR 0.1 lab OAS las 2389 , <br /> D•L+S+WR 01 i 0.01 In, a327 <br /> 1D+L+5+5y1a D.1 e. 0.ae a, roan <br />