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Page: 27 <br />PAGE No.: <br />IE 1 <br />Orie s Engineering <br />�R <br />Structural <br />& Bridge Engineers- <br />JOB #: 302.270-18 <br />DATE: 01/24/19 <br />PROJECT: Pleasanton Century House <br />9750 Miramar Road, Ste. 310 <br />Phone#:(858)335.7643 <br />DESCRIPTION: 2storvsheammilDesigrs DESIGNED: <br />ESY <br />San Diego, CA 92126 <br />FAX # : (858) 451-6142 <br />c:bds/w_shearwall-2story <br />*** Two-Story Shearwall Analysis *** <br />INPUT <br />OUTPUT <br />(2nd Floor) Not used <br />Description: <br />SW-12 <br />Actual Shear-Wall (lb/ft.) <br />Use Plywood Type:. <br />%t <br />O <br />2nd Level 98.56 <br />Capacity (lbs.ft.): <br />260.0 <br />Wall Width (ft.) : <br />8.20 <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 />7.27 <br />Ht. of Roof to Floor (ft.): <br />9.00 <br />Wall DL (psf) <br />15.00 <br />Total Resisting Mom. [ 0.60 * DL ] (k-ft) <br />3.61 <br />Ht. of Floor to Ground (ft.) <br />10.50 <br />Not used <br />(Roof) Add. DL (lb./ft.): <br />0.00 <br />Uplift @ End of Wall (kip) 0.45 <br />Use Holdown Type: <br />N/A <br />Roof Trib. (ft.): <br />4.00 <br />(Roof) Add. DL@End (kip): <br />0.00 <br />(Includes, 1.0 S.F. for Wind) <br />Capacity (lbs.): <br />930 <br />Floor Trib. (ft.) <br />11.00 <br />(Fir) Add. DL (Ib./ft.): <br />0.00 <br />(Fir) Add. DL@End (kip): <br />0.00. <br />Seismic Ccef. <br />0.189 <br />Lat. Load @ ROOF (Kips) <br />0.599 <br />(1st Floor) SW-12 <br />O <br />Wall (Self-Wt.) @ ROOF <br />0.209 <br />- Total Lat. Load @ ROOF <br />0.81 <br />Actual Shear-Wall (lb/ft.) <br />Use Plywood Type: <br />A <br />Lat. Load @ FLOOR (Kip: <br />0.482 <br />1st Level 187.11 <br />Capacity (lbs.ft.): <br />260.0 <br />Wall (Self-Wt.) @ FLOOF <br />0.244 <br />Total Lat. Load @ FLOOF <br />0.73 <br />Overturning on Shearwall (Roof + Floor+ Wall DL Resisting): <br />Allow. Soil Bearing (psf): <br />1500.0 <br />Total Overturning Mom. (k-ft): <br />23.38 <br />Total Resisting Mom. [ 0.6 * DL ] (k-ft) <br />10.12 <br />Ftg. Width ft): <br />2.00 <br />Conc. Wt. (pco: <br />150.00 <br />E)t. Beyond (ft.): <br />2.00 <br />Uplift @ End of Wall (kip) 1.62 <br />Use Holdown Type: <br />HDU2 <br />Ftg. 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.): 17.47 <br />Mom. Resist at Base (k-ft.): 40.04 <br />Mom. @ Ftg. Ext. - M (k-fl <br />3.75 <br />Mu =1.7*M (k-ft) <br />6.37 <br />Vu =1.7*V (kip) <br />3.91 <br />Overturning S.F. 2.29 <br />> 1.5 <br />(MR-MOT)/F (ft.) = 3.439 <br />L16 (ft.) = 2.03 <br />e = L/2 - e' (ft.) = . 2.66 <br />U (ft.) 10.32. <br />Triang. <br />Min. Soil Bearing Press. (kso _ - 0.000 <br />Max. Soil Bearing Press. (ksf) _ 0.636 <br />< 1995.0. <br />