Laserfiche WebLink
pool POOL ENGINEERING INC.By: M.ThompsonLi engineering | Location: Santa Ana, CA,92703-1941 Date: 3/3/2014 <br />- inc./ <br />- Job# 14-0361 <br />LATERAL LOAD DISTRIBUTION: <br />Base Shear Calculations: <br />k= 1 Structural Period Exponent (ASCE 7-10, Section 12.8.3) <br />EXISTING STRUCTURE <br />Level <br />Story Height <br />(ft)hx (ft)Story Area <br />(ft 2) <br />Story <br />Seisrnic Wx Ck) Wx hx <br />Mass (psf) <br />k Wxhx <br />Iwi hik Fi(K)Vi (K) <br />Roof 16 25 1826.0 23.0 41.998 1049.95 0.80 8.52 8.52 <br />Upper 9 9 855.0 35.0 29.925 269.325 0.20 2.18 10.70 <br />Lower 0 0 NA N/A NA 0 0.00 0.00 0.00 <br />Existing Base Shear = 10.70 <br />PROPOSED STRUCTURE <br />Level Story Height <br />(ft) <br />Story <br />hx (ft)Area <br />(ftz) <br />Story Seismic Panel Area <br />Mass (psf) (ftz) <br />Panel <br />Seismic Wx (k) Wx hx <br />Mass (psf) <br />i k <br />k Wx nx <br />Iwi hik Fi(K)VICK) <br />Roof 16 25 1826.0 23.0 250.9 2.9 42.7 1,068.30 0.80 8.63 8.63 <br />Upper 9 9 855.0 35.0 N/A N/A 29.9 269.325 0.20 2.18 10.81 <br />Lower 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 <br />Proposed Base Shear =10.81 <br />Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]x100 <br />1.02% 3 <br />Results:INCREASE LESS THAN 10% ==> OK <br />3/3/2014 5:12 PM <br />\\peanasv2\pool\Projects Solar\2014\0361-14 Residential\14-0361 SOLAR PANEL CALCS.xlsx <br />Page 11 of 13 <br />©Pool Engineering, Inc. 2014