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Fv=290 psi <br />Fb=2900 psi <br />E=psi (STOCK BEAMS)Depth Factor=(12/D)^0.111 <br />E=psi (COMMERCIAL) <br />b d <br />3.50 x 9.50 <br />3.50 x 11.875 <br />3.50 x 14.0 <br />3.50 x 16.0 <br />3.50 x 18.0 <br />3.50 x 20.0 <br />3.50 x 22.0 <br />3.50 x 24.0 <br />3.50 x 26.0 <br />3.50 x 28.0 <br />5.25 x 9.500 <br />5.25 x 11.875 <br />5.25 x 14.0 <br />5.25 x 16.0 <br />5.25 x 18.0 <br />5.25 x 20.0 <br />5.25 x 22.0 <br />5.25 x 24.0 <br />5.25 x 26.0 <br />5.25 x 28.0 <br />5.25 x 30.0 <br />5.25 x 32.0 <br />5.25 x 34.0 <br />5.25 x 36.0 <br />5.25 x 38.0 <br />5.25 x 40.0 <br />5.25 x 42.0 <br />7.00 x 9.50 <br />7.00 x 11.875 <br />7.00 x 14.0 <br />7.00 x 16.0 <br />7.00 x 18.0 <br />7.00 x 20.0 <br />7.00 x 22.0 <br />7.00 x 24.0 <br />7.00 x 26.0 <br />7.00 x 28.0 <br />7.00 x 30.0 <br />7.00 x 32.0 <br />7.00 x 34.0 <br />7.00 x 36.0 <br />7.00 x 40.0 <br />7.00 x 42.0 <br />(1) MEMBERS IN BOLD ARE COMMERCIAL SPECIAL ORDER <br />147 686 9604 <br />10.8 <br />12.2 <br />49.9 <br />1701 <br />149 <br />7690 <br />375 <br />27.2 <br />35.0 <br />488 <br />11449.0 <br />56.0 <br />394 <br />457 <br />5126 <br />1195 <br />2333 <br />3106 <br />4032 <br />2000000 <br />A VS <br />800 <br />8.04 <br />9.47 <br />33.3 <br />41.6 <br />M <br />82 <br />53 250 6.43 12.7 <br />19.9 <br />PARALLAM (PSL) BEAMS <br />M V <br />125%100% <br />I <br />34.0 <br />13.53 <br />8.04 <br />10.04 <br />11.84 <br />43.7 <br />15.9 <br />24.8 <br />137 592 <br />172 <br />224 <br />284 <br />73.5 <br />84.0 <br />105 3500 <br />95 <br />54.663.0 43.7 <br />62.3 <br />189 <br />125.8 <br />94.0 <br />109.322.0 <br />100.6 <br />18.6 <br />20.3 <br />65.5 <br />19.1 <br />29.8 <br />23.7 <br />22.8 <br />53.3 <br />12.1 <br />15.1 <br />63.8 <br />75.2 <br />87.5 <br />40.7 <br />52.4 <br />13.5 <br />14.9 <br />16.2 <br />16.9 <br />50.9 <br />65.5 <br />17.8 <br />20.3 <br />66.6 <br />79.7 <br />81.9 <br />23.9 <br />37.3 <br />112 <br />126 <br />66.5 <br />83.1 <br />98.0 <br />2389 <br />3402 <br />105 <br />165 <br />229 <br />299 <br />378 <br />500 <br />977 <br />1601 <br />504 <br />9.64 <br />12.1 <br />14.2 <br />16.2 <br />18.3 <br />6048 <br />1792 <br />2552 <br />733 <br />20.3 <br />26.4 <br />79.0 <br />123 <br />350 <br />22.3 <br />6403 <br />24.4 <br />12.9 <br />16.1 <br />18.9 <br />21.7 <br />24007 38.6 <br />1201 <br />20.1 <br />23.7 <br />69.9 27.1 87.4 <br />10987.3 <br />39.8 <br />54.3 <br />16.1 <br />70.0 <br />77.0 <br />84.0 <br />91.0 <br />98.0 <br />17.6 <br />18.9 <br />25.4 <br />30.5 <br />233 <br />282 <br />336 <br />158 788 11813 <br />116 4659424 <br />126 <br />79.9 25.4 99.9 <br />24.4 113 30.5 141 <br />95.7 27.9 120 <br />131 33.0 164 <br />28.4 151 35.5 189 <br />172 38.1 215 <br />168 896 14336 32.5 194 40.6 243 <br />303 <br />179 1012 17196 34.5 218 43.1 <br />269 48.2 <br />272 <br />189 1134 20412 36.5 243 <br />336 <br />45.7 <br />210 1400 28000 40.6 296 50.8 370 <br />200 1264 <br />33.8 133 <br />221 1544 32414 42.6 325 53.3 <br />31.8 <br />49.7 <br />6211 29.8 128 37.2 <br />406 <br />67.9 <br />30.5 <br />140 467 4667 27.1 107 <br />159 <br />168 672 8064 32.5 150 40.6 188 <br />154 565 <br />47.4 252 <br />182 789 10253 35.2 175 44.0 <br />15750 40.6 229 50.8 <br />219 <br />196 915 12805 37.9 201 <br />287 <br />48.7 323 60.9 <br />224 1195 19115 43.3 259 54.1 <br />43218 56.8 433 71.1 <br />324 <br />210 1050 <br />363 <br />252 1512 <br />15.2 <br />2000000 <br />395 67.737333 54.1 <br />290238 1349 <br />27216 <br />57.522927 46.0 <br />541 <br />280 1867 <br />404 <br />493 <br />294 2058 <br />ESTRUCTURA USA, INC. <br />ADVANCED STRUCTURAL ENGINEERING <br />468 North Camden Orive #131E <br />Beverly Hills, CA. 90210 <br />Sheet: <br />Job. No: <br />Project: <br />5 <br />24-204 <br />2201 HALLADAY ST. <br />940 E Anahurst Pl & 2201 <br />S Halladay11/25/2024