HOME COMPANY BRIDGE COMMERCIAL TRANSPORTATION CAREERS CONTACT BEAM WEIGHT The following beam weight spreadsheet has been developed for all the current Prestress Services Industries LLC (PSI) beam sections. These per linear foot beam weights are estimated based on the anticipated actual beam weight with regular weight concrete, adding a 4% safety factor and rounding upward to the nearest 5 pound increment. For final weight please refer to the PSI shop drawings. BOX BEAMS Section Width Beam Width 12\\ 17\\ 21\\ 27\\ 33\\ 42\\ 48\\ B 36\\ 470 555 645 765 835 865 N/A 48\\ 625 700 770 890 1005 1105 1225 CB 36\\ 470 565 600 785 815 935 N/A 48\\ 625 700 800 920 1020 1120 1240 WF HYBRID I-BEAMS (WEB = 8″ – BOTTOM FLANGE = 40″) Section Top Flange Beam Depth 36\\ 42\\ 48\\ 54\\ 60\\ 66\\ 72\\ HN 49\\ 955 1005 1060 1110 1160 1215 1265 61\\ 1015 1065 1115 1170 1220 1275 1325 AASHTO MODIFIED I-BEAMS (WEB = 8″ – BOTTOM FLANGE = 26″) Section Top Flange Beam Depth 54\\ 60\\ 66\\ 72\\ 78\\ 84\\ 90\\ 96\\ 102\\ 4J 49\\ 980 130 1080 1135 1185 1240 1290 1340 1395 61\\ 1025 1075 1130 1180 1230 1285 1335 1390 1440 4M 36\\ 880 935 985 1040 1090 1140 1195 1245 1300 4N 49\\ 1025 1075 1125 1180 1230 1285 1335 1385 1440 61\\ 1080 1135 1185 1235 1290 1340 1395 1445 1495 AASHTO I-BEAMS Section Depth 1I 28\\ 300 2I 36\\ 400 3I 45\\ 610 4I 54\\ 855 I + 2 28\\ 360 SOUTHERN STATES BULB TEE I-BEAMS Section Top Flange Beam Depth 54\\ 63\\ 72\\ BT 42\\ 715 775 835 SOLID SQUARE PILING Section Width/Depth PI 14\\ 220 16\\ 290 18\\ 365 20\\ 450 24\\ 645 CORPORATE HEADQUARTERS 250 N. HARTFORD AVE. COLUMBUS, OH 43222 EMPLOYEE EMAIL 1.844.582.2995