Laserfiche WebLink
2nd floor (Plan N-S Direction)* Note that Plan direction may not match with the actual cardimal points <br />Grid 7 6 5 4A 4 3B 2 <br />Seismic Load 3.35 3.35 3.35 3.35 3.35 3.35 <br />Depth 23 38.75 38.75 38.75 38.75 38.75 <br />Length 4 27 8.5 11.25 20.58 20.08 <br />Shear force 154 154 1752 552 730 1336 1303 <br />1752 552 730 1336 1303 SUM <br />Design Shear 406 <br />Diap. force 406 2313 7268 1282 5871 6956 3435 <br />17.7 17.7 119.2 14.2 18.8 34.5 33.6 <br />45.2 14.2 18.8 34.5 33.6 <br />17.7 62.9 133.4 33.1 53.3 68.1 33.6 <br />Discontinued length 23 11.5 18.83 18.83 18.83 <br />Force to transfer 1446 1535 622.9 1004 1282 <br />Overstrength factor = 3 4339 4604 1869 3012 3847 <br />D/3 D/3 D/3 D/3 D/3 <br />Addition 2nd floor (Plan E-W Direction) <br />Grid A E <br />Seismic Load 3.35 <br />Depth 91.5 <br />Length 38.75 <br />Shear force 5939 5939 <br />SUM <br />Design Shear 15654 15654 <br />Diap. force 64.9 64.9 <br />64.9 64.9 <br />La <br />t <br />e <br />r <br />a <br />l <br /> <br />A <br />n <br />a <br />l <br />y <br />s <br />i <br />s <br />23690 <br />31308 <br />Le <br />e <br /> <br />& <br /> <br />L <br />e <br />e <br /> <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br /> <br />I <br />n <br />c <br />. <br />71 of 81 <br />210 W 19th St <br />4/14/2025