pdf (8.1 MB) - Hoesch Spundwand und Profil GmbH

5.3 WinkelwändeJagged wallsHOESCH-Winkelwand, doppelte HöheHOESCH jagged wall, 2-stepProfilSectionHOESCHHOESCHHOESCHHOESCHHOESCHHOESCHHOESCHHOESCHHOESCHHOESCHHOESCHHOESCHHOESCHHOESCH17071807190720072407250726072707280736073707380739074007AbmessungenDimensionsBmm14001400140014001400140014001400140014001400140014001400Hmm794794794794834834834834834954954954954954tmm8,79,29,710,311,011,512,012,713,116,817,418,018,719,0smm8,59,09,510,111,011,512,012,713,110,811,412,012,713,0FlächeAreaStahlSteelcm²/m133,2139,2145,1152,1174,1180,1186,2194,9199,6213,6221,3229,0238,0242,0EigenlastWeightkg/m²104,6109,3113,9119,4136,7141,4146,2153,0156,7167,7173,7179,8186,8190,0TrägheitsmomentMoment of inertiay-yWiderstandsmomentSection modulusy-ycm 4/m cm³/m m²/m²83035864908994094070121480125430129500135125138260199850206425213000220700223900209021802265237029153010310532403315419043304465462546952,602,602,602,602,752,752,752,752,752,882,882,882,882,88BeschichtungsflächeCoating areaZHyyBBBZDie angegebenen Widerstandsmomente bedingen eine Verriegelungder Schlösser in Wandachse zur Aufnahme der Schubkräfte.The listed section modulus requires locking of the interlocks in the wallaxis y - y to accommodate the shear forces.148