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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 seismic force will govern as lateral load. <br />Min 16 psf per ASCE 7-16 Chap 27.1.5 <br />Wind Load 16.00 16.00 16.00 16.00 16.00 16.00 <br />Tri height 15 15 15 15 15 15 <br />Length 4 27 8.5 11 21.75 19.17 <br />Shear force 480 480 3240 1020 1320 2610 2300 <br />3240 1020 1320 2610 2300 SUM <br />Design Shear 2340 6000 4500 4549 6385 6061 2300 <br />Diap. force 156.0 248.0 216.0 68.0 88.0 174.0 153.4 <br />216.0 68.0 88.0 174.0 153.4 <br />156.0 464.0 284.0 156.0 262.0 327.4 153.4 <br />Addition 2nd floor (Plan E-W Direction) <br />Grid A E <br />Wind Load 16.00 <br />Tri height 15 <br />Length 38.75 <br />Shear force 4650 4650 <br />SUM <br />Design Shear 6975 6975 <br />Diap. force 310.0 310.0 <br />310.0 310.0 <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 />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 />23775 <br />13950 <br />79 of 81 <br />210 W 19th St <br />4/14/2025