TABLE 6 – Saddle Beam Loading Chart for Hi-Lite 6 -1/2″ Beam
Mar 31, 2017
| Length of Saddle | Maximum Allowable Distributed Load – lbs/ft kg/m Beam ‘L’ | |||
| Beam L | A = 6″ 150mm | A =12″ 300mm | A = 18″ 450mm | A = 24″ 600mm |
| Feet mm | lbs/ft kg/m | lbs/ft kg/m | lbs/ft kg/m | lbs/ft kg/m |
| 4’0″ 1219 | 3,300 4917 | 4,400 6556 | 6,630 9878 | — — |
| 5’0″ 1524 | 2,000 2980 | 2,500 3725 | 3,300 4910 | 5,800 8630 |
| 6’0″ 1828 | 1,475 2198 | 1,650 2459 | 1,900 2831 | 2,600 3868 |
| 7’0″ 2134 | 1,050 1565 | 1,150 1714 | 1,300 1937 | 1,600 2380 |
| The limiting factor governing load figures in above table is flexural stress in all cases. Deflection is limited to L/270 of span. | ||||
