ArcelorMittal

PAL / PAU

Cdde4d41be0049bd17b2783023565ab5

PAL / PAU

Profil e b h Gsp Gw Wel,y Iy A Asp
in in in lb/ft lb/ft2 in3 in4 in2 ft2/ft
PAL 30300,11825,983,5013,056,032,13,71,772,62
PAL 30400,15725,983,5417,368,022,74,92,362,62
PAL 30500,19725,983,5821,649,993,46,12,942,62
PAL 31300,11827,994,9215,816,783,79,11,993,18
PAL 31400,15727,994,9621,039,024,912,12,653,18
PAL 31500,19727,995,0026,2311,256,015,13,313,18
PAL 32600,23627,565,8731,0413,527,722,73,973,02
PAL 32700,27627,565,9135,7515,578,926,44,573,02
PAL 32800,31527,565,9541,3918,0210,130,15,303,02
PAL 32900,35427,565,9847,0420,4811,333,86,023,02
PAU 22400,15736,309,9226,218,667,537,42,554,00
PAU 22500,19733,3911,5832,7012,2612,472,23,604,00
PAU 22600,23636,2610,0039,2012,9711,255,83,814,00
PAU 24400,15732,0111,5426,219,8310,057,82,894,00
PAU 24505,0813294,048,759,9669985876,31,22
PAU 24600,23636,2610,0039,2012,9711,255,83,814,00
PAU 27700,23631,6511,6147,2717,9217,4102,75,263,81
PAU 27800,31531,6511,6953,9420,4519,8117,16,013,81
Metrische Einheiten


Gsp Masse per Einzelbohle
Gw Masse per m/ft Spundwand
Wel,y Elastisches Widerstandsmoment bezogen auf die Neutralachse y-y
Iy Trägheitsmoment bezogen auf die Neutralachse y-y
A Stahlquerschnittsfläche
Asp Anstrichfläche pro Einzelbohle