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