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PROJECT:PROJECT NAME JOB NO.:A025.033 SUBJECT:SHEAR WALL SHEET EXPLANATION <br />ρApplied =1 ρi Loc Roof DL (psf) = 44 (includes seismic snow where occurs) <br />Min Diaphragm Width (ft) = 20 1.00 A-1ST Floor DL (psf) =12 <br />Allowable Seismic Aspect Ratio = 3.5 1.00 A-2ND <br />Allowable Wind Aspect Ratio = 3.5 ρ calculated in accordance with ASCE7-10 Section 12.3.4.1 <br />Comb. Overstrength Factors: (Ω-0.5)/1.2 =2.08 <br />LINE: A 2ND STORY <br />Load Trib w (ft) E.Z. Appl* Span (ft) Line %Location Seis (lbs)Wind (lbs)ρ*Seis Wind E.Z. Wind 2a (ft) E.Z. P (lb) Drag (ft) (Not Applicable) <br />ω1 10 Major 20 1.00 Offset 91.6 113.0 145.5 6 166 8 114 <br />None 1.00 Offset 8 <br />1.00 Above <br />Plate h (ft)= 10 Total 916 1296 Include Ω for irregularities (above)?162 <br />Max opening height (ft)= 10 <br />Apply 2w/l reduction? Yes 100% Perforated SW? No Shear Length (ft)= 8 Story V (K)= 1831 <br />Opening elevation Force Transfer @ Openings? No Wall DL (psf)= 10 Max allow. drift (in) 3 <br />Shear- <br />Wall <br />Length (ft) <br />RoofDL 'w' <br />(ft) <br />FloorDL 'w' <br />(ft) <br />OtherDL <br />'w' (plf) <br />Tension <br />From <br />Above (lb) Wall Type Sill Type <br />Holdown <br />Strap <br />HD <br />Capacity <br />(Stem 'w'- <br />edge dist) <br />OTM <br />(wind, <br />seismic) <br />(ft-lb) <br />.6*RM (ft- <br />lb) <br />Aspect <br />Ratio <br />2w/l <br />Reduct. <br />Seis. <br />Shear (plf) <br />Seis. Wall <br />Cap. (plf) <br />Wind <br />Shear (plf) <br />Wind Wall <br />Cap. (plf) <br />Sill Plate <br />Cap. (plf) <br />Tension <br />(lb) <br />HD <br />Capacity <br />Max <br />Shear- <br />Wall ∆ (in) <br />3 2 P1 S1 CS16 4859 351 3.33 0.60 114 156 162 365 372 1502 1705 0.19 <br />5 2 P1 S1 CS16 8098 976 2.00 1.00 114 260 162 365 372 1424 1705 0.18 <br />Add'l Comments:Max:0.19 <br />LINE: A 1ST STORY <br />Rdl (ft) <br />Load Trib w (ft) E.Z. Appl* Span (ft) Line %Location Seis (lbs)Wind (lbs)ρ*Seis Wind E.Z. Wind 2a (ft) E.Z. P (lb) Drag (ft) Ltotal (ft) 12 Fdl (ft)5 <br />ω3 10 Major 20 1.00 Offset 99.9 100.9 152.5 6 8 125 DL (plf) 160 <br />None 1.00 Offset 8 Wall type P2 Opening (ft)4 <br />A-2ND 1.00 Above 916 1296 HD STHD10 8"-Corner <br />Plate h (ft)= 10 Total 1915 2305 Include Ω for irregularities (above)?126 T (lb) 1345 HD cap 2940 <br />Max opening height (ft)= 4 Seis (plf) 367 Cap (plf) 380 <br />Apply 2w/l reduction? Yes 50% Perforated SW? No Shear Length (ft)= 8 Story V (K)= 3830 Wind (plf) 442 Cap (plf) 520 <br />Opening elevation 2 Force Transfer @ Openings? Yes Wall DL (psf)= 10 Max allow. drift (in) 3 Strap (lb) 884 <br />Shear- <br />Wall <br />Length (ft) <br />RoofDL 'w' <br />(ft) <br />FloorDL 'w' <br />(ft) <br />OtherDL <br />'w' (plf) <br />Tension <br />From <br />Above (lb) Wall Type Sill Type <br />Holdown <br />Strap <br />HD <br />Capacity <br />(Stem 'w'- <br />edge dist) <br />OTM <br />(wind, <br />seismic) <br />(ft-lb) <br />.6*RM (ft- <br />lb) <br />Aspect <br />Ratio <br />2w/l <br />Reduct. <br />Seis. <br />Shear (plf) <br />Seis. Wall <br />Cap. (plf) <br />Wind <br />Shear (plf) <br />Wind Wall <br />Cap. (plf) <br />Sill Plate <br />Cap. (plf) <br />Tension <br />(lb) <br />HD <br />Capacity <br />Max <br />Shear- <br />Wall ∆ (in) <br />3 PERF/FTAO SHEAR-WALL CALCULATIONS APPLY - SEE ABOVE 1.33 1.00 <br />5 0.80 1.00 <br />Add'l Comments:Max:0.00 <br />Line Loads (plf) Loads from above Actual Applied Loads (plf unless noted otherwise) Diaphragm Shear (plf) <br />Line Loads (plf) Loads from above Actual Applied Loads (plf unless noted otherwise) Diaphragm Shear (plf) <br />Wind (Load vs. Allow.) <br />276 <br />Seis (Load vs. Allow.) <br />166 <br />Wind (Load vs. Allow.) <br />232 <br />Perf/FTAO Wall Info <br />Seis (Load vs. Allow.) <br />198 <br />Perf/FTAO Wall Info <br />Global ρ value <br />applied <br />Calculated ρ values and <br />controlling locations <br />Diaphragm shear <br />calculations <br />PERF/ FTAO wall calcs <br />where applicable <br />Loads applied along <br />line, as calculated <br />previously <br />Aspect ratio <br />limits <br />Selection of wall type, 'No' for <br />both means a segmented wall <br />Type of wind zone <br />reaction, see below <br />Major reactionMinor Reaction <br />Partial uniform load on simply supported beam <br />Applied at end zones <br />TYPE OF END ZONE LOAD <br />ω2 <br />ω1 <br />LINE A <br />LINE 1 <br />LINE B <br />LINE C <br />LINE 2 <br />(Recieves major <br />reaction only) <br />(Recieves minor <br />reaction from both <br />sides) <br />(Recieves major <br />reaction only) <br />(Recieves major and <br />minor reaction (both) <br />Both reaction are equal <br />to the total end zone load) <br />(Recieves major and <br />minor reaction (both) <br />Both reaction are equal <br />to the total end zone load) <br />LOAD ABOVE <br />LINE B1-2ND STORY <br />Information on individual <br />wall piers <br />Total seismic shear applied at <br />level, for calculating ρ <br />Applied unit shears and unit shear capacities <br />(reduced where appropriate) <br />Required only for FTAO <br />method <br />Perforated or FTAO <br />calculations <br />Co factor when <br />applicable <br />Maximum unit shear and <br />strap forces calculated by <br />Diekmann method for <br />FTAO walls <br />Hold down information for <br />global wall overturning <br />Page 15AllX ENG <br />DESIGN & ENGINEERING <br />AllX ENG <br />DESIGN & ENGINEERING