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ADU LATERAL Perforated Shear Wall level (E-W ) Line .Panel Atrib fpsf F-level F-above F-line L-line Line-plf L-plate Plate-plf l-panel Hpanel Aspect Ratio Red. Factor u Rel Stiffness Gs Hpanel F-panel Mm MRIGHT M,u TPANEL H DmnK Shear Nailing Nominal LRFD B -3 376.5 4.88 1,837 1,837 41.8 44 44.0 42 41.8 8 0.19 1.000 41.8 1.0 11.0 8.0 1,837 14,695 151,202 (136,507) (3,263) N /A 6"WSP 7/16-8D 480 384
<br />A-A 376.S 4.88 1,837 1,837 18.9 97 44.0 42 4.3 8 1.88 1.000 4.3 1.0 11.0 8.0 413 3,302 1,561 1,741 410 HOUE3 3,790 6" WSP 7/16-8D 480 384 A·A 376.5 4.88 1,837 1,837 18.9 97 44.0 42 10.5 0.76 1.000 10.5 ,. 1.0 11.0 8.0 1,020 8,157 9,526 (1,369) (130) N /A 6" WSP 7/16 8D 480 384
<br />A-A 376.S 4.88 1,837 1,837 18.9 97 21.4 86 4.2 1.92 1.000 4.2 1.0 11.0 8.0 405 3,237 1,500 1,737 417 HOUE3 3,790 6" WSP 7/16-8D 480 384
<br />Ma, 3.5 Ma, No Red. Needed No Red. Needed Level (N-S ) Line .Panel Atrib fpsf F-level F-above F-line L-line Line-plf L-plate Plate-plf L-panel Hpanel Aspect Ratio Red. Factor u Rel Stiffness Gs Hpanel F-panel Mm MRIGHT M,u TPANEL H DmBx Shear Nailing Nominal LRFO H 376.5 4.88 1,837 1,837 11.8 155 18.0 102 5.9 8 1.35 1.000 5.9 1.0 11.0 8.0 918 7,348 2,694 4,654 787 HOUE3 3,790 6" WSP 7/16-80 480 384 H 376.S 4.88 1,837 1,837 11.8 155 18.0 102 5.9 1.35 1.000 5.9 1.0 11.0 8.0 918 7,348 2,694 4,654 787 H DUE3 3,790 6" WSP 7/16-8D 480 384 3 .3 376.5 4.88 1,837 1,837 4.3 424 18.0 102 4.3 1.85 1.000 4.3 1.0 11.0 8.0 1,837 14,695 1,445 13,250 3,058 HOUE3 3,790 4"WSP 7/16-80 7DO 560 426.25 M" 3.5 M" No Red. Needed 2 No Red. Needed
<br />LOFT OPEN EDGE Level (N-S ) Line .Panel Atrib fpsf F-level F-above F-line L-line Line-plf L-plate Plate-plf L-panel Hpanel Aspect Ratio Red. Factor ,; Rel Stiffness Gs Hpanel F-panel Mm MRIGHT M,IT TPANEL H DmBx Shear Nailing Nominal LRFO 2 ·2 237.0 5.01 1,187 1,187 10.5 113 17.2 69 10.5 8 0.76 1.000 10.5 1.0 11.0 8.0 1,187 9,494 10,716 (1,222) (116) N/A 6"WSP 7/16-80 480 384
<br />Post-Installed Anchor {HDU3 -Panel 5) TABLE 5-SET -3G EPOXY ANCHOR BOND STRENGTH DESIGN INFORMATION FOR THREADED ROD ANCHORS'-'-'
<br />Highest Tensile Load 787 lbs (Due to Seismic Load) Nomin• Rod Diameter DESIGH INFORMATION SY.-. Units ,,.. ½· .,.. �, .. ,, .. ,,, .. 1"
<br />Overstrength Factor 3
<br />Design Load 2361 lbs
<br />Bolt Diameter 0.625 m
<br />Bolt Tensile Strength 10400 lbs >2361 lbs
<br />,,cr I 1356 psi
<br />hef I 8 in
<br />Strength Reduction 0.7
<br />Anchor Pull-out 13845 lbs >2361 lbs
<br />M1nmum Embedmen1 ""'"" In. 2'1, 2'1, 311■ 3½ 3'1, • 5 Maxmum Embedrneot tw-In. 71h 10 121h 15 1711, 20 25 Charecterislic Bond Slrength in ·�1 .. 8 1402 1356 13 10 1265 1219 112 8 cradted concnte T emperatUf'e Range A•• Cha&cteris1ic Bond Slr.-.glh in lrlClacked concreie ,__ 2l57 2260 2162 2064 1967 1 868 1672 i Charac:tenslJC Bond Slrength ., p,i aadtad concnte �# 1201 1163 1125 1087 1050 1012 036 � Temperature Range as• Charectenslic Bond SlrenQth 11 uncracked concrete ... _ 1957 1876 1795 1713 1632 1551 1388 i Anchor C818g01y D,yCcnaete 1 Strength Reduaion Factor' Ory Concrete ,-.,. 0.55
<br />AnchorCal8gO!y Water-sallsated concrete, Water-3 2 filled hole or St.tl"8'ged Conct&18 Strength Redua1on Factor' Water-saUated concrece, Will.er-..... 0.45 0.55 filled hole or StA>"8'ged Concre1e Charact: �ase�en� "" 13'16 "''" 1� 1310 1265 121 9 1128 Temperature Range A•• Charac:terislic Bond Slrength in �edconcrete ..__ 2 192 2102 2162 2064 1967 1868 1672 CharactensllC Bond SlrEnQth ., p,i crad:ed oonaate '-1117 1082 1125 1087 1050 1012 036 T emperatlN'e Range 8'• Chan1ctern1ic Bond Slrength ., ! uncracked concrete a-1820 1744 1795 1713 1632 1 551 1388 � Anchor Gatagory D,yCcnaele -2 1 I Strength Reduction Factor' DryCcnaete ,-.,. 0.55 0.65 Anchor Category Water-sauated concrete, Water -3 filled hole or St.tl"8'ged Concnl18 SU-ength Redualon Factor' Wate,-san.wated concrete, Wal.er-..... 0."5 filled hole or Smmerged Concrel8 Strength Reduction Factor for Seismic Tension1 0..Y• 1.0 0.9 1.0 1.0 1 .0 1.0 1.0 For SI: 1 1nd'I :c 25.,t. mm. 1 11: -lb z 1.356 Nm. 'Bond strength vabt6 ih<Mn Br8 for ncwrnai.weii;,t ooocrel8 having a compreuive strength of r. ,. 2.500 psi.. For tigher comprauive stren�hs up to 8.000 psi. the labulaled charaderistic bond &trengtl may be increased by a factor of (rJ2.,500'f-,o b unaacbd concn!le and factor o f (fJ2.500f.)& for cracked concnmt . 'For lightweight a>naete, the modification factor for bond strength shell be gival in ACI 318-19 17.2.4, where applicable. tcharacteristic bond streng1h values •e for sustained loads. including dead and IIYB loads. -rempefature Range A: Mexinun 1ohort term temperature = 160°F, Maxmun long term temperature = 110"'F. ITempefeture Range B: Mexinun &.hon term temperature = 176°F, Maxmun long term temperature = 1 tcrF. •Shon 1erm concrete temperal:ur06 are lho&e that ooc:t.r over &hon irnervals (dunal cyding). Long term temperallns are rougl'Vy constant ewer significant periods of time. 'The uangth raducbOn factor applies when the load C0fl'Q\800ns from the IBC or ACI 3 18 are used and the r8QUnments al ACI 318--19 17..5.3 are mal Value& {j\'en assume no aupplemenlal reinrornament ii pnwided (Concition 8). per ACI 318. lfor enchln installed in regions as"Sqlad to Seismic Design Cetegory C. D. E Of F. the bond stntogth valJes mu5t be mJlipied by°"-
<br />A 35 Spacing 121 121 121 59
<br />49 49 49
<br />73
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