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Page: 31 <br />PAGE No.: <br />IE 1 Ode Engineering <br />�R Structural & Bridge Engineers JOB #: 302.270-18 DATE: 01/24/19 <br />3'{R4GnM�L - PROJECT: Pleasanton Centurv,House <br />9750 Miramar Road, Ste. 310 Phone#: (858) 335-7643 DESCRIPTION: 2storvshearwallDeslans DESIGNED: ESY <br />San Diego, CA 92126 FAX # : (858) 451-6142 <br />c:bdsAv_shearwall-2story <br />--- I wo-Story Snearwall Analysis --- <br />"(2nd <br />(2ndFloor) NOT USED <br />Description: SW -E <br />Actual Shear -Wall (Ib/ft.) _ : <br />Use Plywood Type: <br />A <br />O <br />2nd Level 143.14 <br />Capacity (lbs.ft.): <br />260.0 <br />Wall width (ft.) : <br />5.80 <br />Roof DL (psf) <br />11.00 <br />Overturning on Shearwall (Roof+ Wall DL Resisting): <br />(1.0 S.F. - Wind) <br />Floor DL (psf) :. <br />15.00 <br />Total Overturning Mom. (k -ft): <br />2.84 <br />Ht. of Roof.to Floor (ft.):. <br />3.42 <br />Wall DL (psf) <br />15.00 <br />Total Resisting Mom. [ 0.60DL I (k -ft) <br />3.92 <br />Ht. of Floor to Ground (ft.) <br />10.50. <br />NOT USED <br />(Roof) Add. DL (IbAQ: <br />0.00 <br />Uplift @ End of Wall (kip) 0.00 <br />Use. Holdown Type: <br />N/A <br />Roof Trib. (ft.): <br />15.00 <br />(Roof) Add. DL@End (kip): <br />0.50 <br />(Includes 1.0 S.F. for Wind) <br />Capacity (lbs.): <br />930 <br />Floor Trib. (ft.) <br />2.60 <br />(Fir) Add. DL (Ib./ft.): <br />0.00 <br />(Fir) Add. DL@End (kip): <br />0.50 <br />Seismic Coef. <br />0.189 <br />_ <br />Lat. Load @ ROOF (Kips) <br />0.774 <br />(1st Floor) SW -E <br />O <br />Wall (Self -Wt.) @ ROOF <br />0.056 <br />Total Lat. Load @ ROOF <br />0.83 <br />Actual Shear -Wall (lb/ft.) <br />Use Plywood Type: <br />A <br />Lat. Load @ FLOOR (Kip: <br />0.500. <br />1st Level 259.12 <br />Capacity (lbs.ft.): <br />260.0 <br />Wall (Self -Wt.) @ FLOOF <br />0.173 <br />Total Lat. Load @ FLOOF <br />0.67 <br />Overturning on Shearwall (Roof+ Floor+ Wall DL Resisting): <br />Allow. Soil Bearing (psf): <br />1500.0 <br />Total Overturning Mom. (k -ft): <br />18.62 <br />Total Resisting Mom. [ 0.6' DL I (k -ft) : <br />7.65 <br />Fig. Width ft): <br />2.00 <br />Conc. Wt. (pcf): <br />150.00 <br />Ext. Beyond (ft.): <br />4.00 <br />Uplift @ End of Wall (kip) 1.89 <br />Use Holdown Type: <br />HDU2 <br />Fig. Depth ft): <br />0.67 <br />(Includes 1.0 S.F. for Wind) <br />Capacity (lbs.): <br />3285 <br />WIND (1-Yes/2-No) <br />2.0 <br />Mom. OT at Base (k -ft.): 16.88 <br />Mom. Resist at Base (k -ft.): 49.46 <br />Mom. @ Fig. Ext. - M (k -fl <br />11.55 <br />Mu = 1.7'M (k -ft) <br />19.64 <br />Vu = 1.7'V (kip) <br />6.10 <br />Overturning S.F.: 2.93 <br />> 1.5 <br />a'= (MR-MOT)/F (ft.) = 4.545 <br />U6 (ft.) = 2.30 <br />e = U2 - e' (ft.) = 2.35 <br />L' (ft.) = 13.64 <br />Triang. <br />Min. Soil Bearing Press. (ksf) = 0.000 <br />Max. Soil Bearing Press. (ksf) = 0.526 <br />< 1995.0 <br />