Laserfiche WebLink
LI & LI ENGINEERING SERVICES P <br />REGISTERED CIVIL ENGINEERS E <br />OWNER: J <br />PROJECT: <br />Lateral Analysis (Y-Y Direction) <br />Line 1 <br />Wind <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />e n <br />GE pprgwd <br />RMFFTTSDANCE <br />B NO: <br />Master ID: <br />Date: <br />Design Wind Pressure (PSF) <br />Roof Height (FT) <br />Story Height (FT) <br /># of Stories (FT) <br />Height for Calc (FT) <br />10.02 <br />3.00 <br />8 <br />1 <br />5.50 <br />Seismic I Desig—n-VI Roof DL <br />0.112 1 12 <br />from: NEW <br />Wind Load (PLF) Trib Width (FT) Wind Shear (LBS) <br />55 8.42 464 <br />DL (PSF) I Half Wall DL (PSF) J V (PSI <br />0 8 1 2.23 <br />X Width (FT) <br />Y Length (FT) <br />Half Area (FTA2) <br />Shear (LBS) <br />16.83 <br />43.83 <br />369 <br />824 <br />from: EXISTING <br />X Width (FT) Y Length (FT) Half Area (FT A2) Shear (LBS) <br />I I <br />Seismic Governs Governing Shear = 824 Ibs <br />Shear Wall Segment <br />1 2 3 4 5 <br />Total <br />L(FT) <br />Unit Shear <br />(PLF) <br />8.75 1 8.75 1 1 1 <br />17.5 <br />47 <br />USE: A 10 SHEAR PANEL and Simpson A-35 @ 48 " O.C. <br />Uplift <br />Wall <br />Wall Height (ft) <br />Wall Segment (ft) <br />Unit Shear (Ibs/ft) <br />Bearing? (Y=1. N=0) <br />1 <br />8 <br />8.75 <br />47 <br />1 <br />2 <br />8 <br />8.75 <br />47 <br />1 <br />Seismic Shear (LBS) <br />Z=I 824 <br />Wall <br />Roof D.L. (psf) <br />Tributary (ft) <br />Ceiling D.L. (psf) <br />Ceiling Tributary (ft) <br />Wall D.L. (psf) <br />Tot. Wall Height (ft) <br />1 <br />12 <br />4.00 <br />0 <br />0.00 <br />15 <br />8 <br />2 <br />12 <br />4.00 <br />0 <br />0.00 <br />15 <br />8 <br />Wall <br />Overturning Moment (ft-Ibs) <br />Resistance Moment (ft-Ibs) <br />Adjustment Factor <br />Uplift (Ibs) <br />USE Provides (Ibs) <br />No Uplift <br />No Uplift <br />1 <br />3295 <br />6431 <br />.9 <br />-285 <br />2 <br />3295 <br />6431 <br />.9 <br />-285 <br />