MDT 368 A. Data Sheet MDT 368 A L12 FEM A3 ASCE Values have been rounded. 7.3 USt. 8.6 USt. 5.8 USt. 4.9 USt. 3.5 USt. Top Site.
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1 MDT A MDT A Data Seet.00-A -0. ft :. ft.0 ft :.0 ft 0. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft ft A. ft. ft :. ft.0 ft :. ft. ft :. ft.0 ft :. ft. USt 0 ft. USt ft. USt B. ft ft. USt ft 0 ft. USt. USt ft. USt ft. USt ft 0.0 USt ft. USt USt.0 ft x.0 ft. ft x. ft.0 ft x.0 ft. ft x. ft.0 ft x.0 ft. ft x. ft.0 ft x.0 ft. ft. ft. ft. ft. ft SmartCom Top Site Top Tracing II. ft Fleet Values ave been rounded
2 Mast. ft ft ft P 0A V 0A = = -. ft = -. ft ft V A = = -. ft = -.0 ft Y 00B = = -. ft = -. ft YM 0 - JM 0 = - = -. ft ZX 0 = - = -.0 ft V 0A ft V A. ft ZX ft. ft. ft. ft.0 ft ft ft P 0A ft P 0US. ft Y 00B 0. ft. ft ft JM 0 (. ft) YM 0 (. ft).0 ft ZX ft / = / 0. ft. ft. ft = Non-reinforced mast = Reinforced mast = K0 mast. ft. ft. ft MDT A Note: en is noted in tis data seet it is referring to mp ind Zone, Exposure B, Design ind Speed = mp. See back cover for design wind speed calculations.
3 Ancorages (Consult us for -0 values) P 0A. ft.ft 0. ft (ft) >. ft P 0A (ft) >. ft. ft. ft. ft. ft 0. ft. ft. ft. ft. ft 0. ft. ft. ft. ft. ft. ft oad carts ft ft USt 0 ft ft USt ft ft USt ft ft USt 0 ft ft USt ft 0 0 ft USt ft ft USt (USt) ft ft USt. ft ft... USt USt ft 0 ft. USt = - 0. USt (ft) ft ft USt 0 ft ft USt ft ft USt ft 0 0 ft USt 0 ft 0 0 ft USt ft 0 ft USt ft 0 0 ft USt (USt) ft 0 0 ft USt ft 0 0 ft..0. USt USt ft ft. USt = - 0. USt (ft)
4 Base ballast. ft.0 ft V 0A (USt) (USt) -. V A (USt) (USt) ZX (USt) (USt) Y 00B (USt) (USt) YM (USt) (USt) JM (USt) (USt) ZX (USt) (USt) Counter-jib ballast (lb) (+/- %) 0, lb lb (lb) ft,0,,, 0 ft,,,, ft,,,, ft,0,,,0 0 ft,0,,,0 ft,0,,, ft,0,,, ft,0 0,, 0 0,0 ft 0,00, 0,, ft,,,0, (lb) (+/- %) lb lb (lb) ft,0,,, 0 ft,,,, ft,,,, ft,0,, 0, 0 ft,0,, 0, ft,0,,, ft,0,,, ft,0 0,, 0,0 ft 0,00, 0, 0, ft,,,0, CBS - 0, lb CBU - lb CBY - lb (in) (in) (in) MDT A
5 Component weigts Crane upper : ft - - VF x x (ft) (ft) lb (+/- %) Counter-jib l A B ,, Cab mast + cab UltraView..., Pivot + VF (+ rope). ft.0 ft ,, oisting winc (+ rope) VF... oisting winc (+ rope) 00 VF.0.. 0, Jib section DVF...0,0 Jib section Jib section Trolley. USt..0. ook block. USt Trolley. USt..0. Trolley. USt. USt ook block. USt. 0.. /. USt. 0..
6 Component weigts (ft) (ft) lb (+/- %) Climbing cage. ft.0 ft ,, K B K 0/KR B. ft.0 ft......, 0, KR A K A KRMT A K A K 0/KR A KMT 0.0A. ft. ft.0 ft.0 ft.0 ft.0 ft ,,0 K C KRMT C. ft.0 ft Fixing angles P 0A P 0A P 0US Cassis mast V 0A V A Y 00B ,0,00 Struts V 0A V A Y 00B alf-bearer V 0A V A / Side member Y 00B... Side member Y 00B... Ballast support Y 00B...0 Cassis beam Y 00B... Central cross (transport position) YM 0 JM 0... Cassis mast YM 0 JM 0..., Cassis girder YM 0 JM Cassis ties l YM 0 JM Struts YM 0 JM ,0 Cross girder ZX 0...,00 MDT A
7 Mecanisms 0 V - 0 z p k VF 0 Optima 00 VF 0 Optima fpm 0 USt fpm USt ft 00 0 ft DVF fpm 0 (. USt) 0 (. USt) 0 (. USt). RVF Optima+ V 0A RT A - V R m V A RT AB - V rpm 0 x 0 x. fpm - 0 x. x. fpm - x. x. ZX 0 RT AB - V fpm - x. x. Y 00B YM 0 JM 0 IEC 00-0 V (+% -0%) 0 z VF : kva 00 VF : 0 kva VF 0 Optima 00 VF 0 Optima fpm +% fpm +% USt USt
8 MDT A. ft :. ft.0 ft :.0 ft 0. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft ft A. ft. ft :. ft.0 ft :. ft. ft :. ft.0 ft :. ft. USt 0 ft. USt ft.0 USt B. ft ft. USt 0 ft. USt ft. USt ft. USt ft. USt ft. USt ft. USt USt t.0 ft x.0 ft. ft x. ft.0 ft x.0 ft. ft x. ft.0 ft x.0 ft. ft x. ft.0 ft x.0 ft. ft. ft. ft. ft. ft. ft SmartCom Power Control Top Site Top Tracing II + kva - Fleet Values ave been rounded MDT A
9 Mast. ft ft ft P 0A V 0A = = -. ft = -. ft ft V A = = -. ft = -.0 ft Y 00B = = -. ft = -. ft YM 0 - JM 0 = - = -. ft ZX 0 = - = -.0 ft V 0A ft V A. ft ZX ft. ft. ft. ft.0 ft ft ft P 0A ft P 0US. ft Y 00B 0. ft. ft JM 0 (. ft) YM 0 (. ft).0 ft. ft ZX ft / = / 0. ft. ft. ft = Non-reinforced mast = Reinforced mast = K0 mast. ft. ft. ft Note: en is noted in tis data seet it is referring to mp ind Zone, Exposure B, Design ind Speed = mp. See back cover for design wind speed calculations.
10 Ancorages (Consult us for -0 values) P 0A. ft.ft 0. ft (ft) >. ft P 0A (ft) >. ft. ft. ft. ft. ft 0. ft. ft. ft. ft. ft 0. ft. ft. ft. ft. ft. ft oad cart ft ft USt 0 ft ft USt ft ft USt ft 0 0 ft USt 0 ft 0 0 ft USt ft 0 ft USt ft 0 ft USt ft 0 ft USt ft 0 ft USt ft ft.... USt.. (USt) = - 0. USt - 0. USt (ft) ft ft USt 0 ft ft USt ft ft USt ft 0 0 ft USt 0 ft ft USt ft 0 ft USt ft 0 ft USt ft 0 ft USt MDT A ft 0 ft USt ft ft.... USt MDT A (USt).. = - 0. USt - 0. USt (ft)
11 Base ballast. ft.0 ft V 0A (USt) (USt) -. V A (USt) (USt) ZX (USt) (USt) Y 00B (USt) (USt) YM (USt) (USt) JM (USt) (USt) ZX (USt) (USt) Counter-jib ballast (lb) (+/- %) 0, lb lb (lb) ft,0,0 0,, 0 ft,0,0,, ft,,,, ft,00,,0,0 0 ft,00,,0,0 ft,0,,, ft,,,0, ft, 0,, 0 0,0 ft 0,00, 0,0, ft,0,,0, (lb) (+/- %) lb lb (lb) ft,0,0 0,, 0 ft,0,0,, ft,,,, ft,00,,0 0, 0 ft,00,,0 0, ft,0,,, ft,,,0, ft, 0,, 0,0 ft 0,00, 0,0 0, ft,0,,0, CBS - 0, lb CBU - lb CBY - lb (in) (in) (in)
12 Component weigts Crane upper : ft - - VF x (ft) (ft) lb (+/- %) A B ,, UltraView...,. ft.0 ft ,, VF VF 0 VF G ,,...0, x Counter-jib Cab mast + cab l Pivot + VF (+ rope) l oisting winc (+ rope) Jib section DVF l Jib section Jib section l Jib section Trolley. USt l ook block. USt Trolley. USt l Trolley l. USt ook block MDT A. USt l / l. USt. USt
13 Component weigts (ft) (ft) lb (+/- %) Climbing cage. ft.0 ft ,, K B K 0/KR B. ft.0 ft......, 0, KR A K A KRMT A K A K0/KR A KMT 0.0A. ft. ft.0 ft.0 ft.0 ft.0 ft K C KRMT C. ft.0 ft Fixing angles P 0A P 0A P 0US Cassis mast V 0A V A Y 00B ,0,00 Struts V 0A V A Y 00B alf-bearer V 0A V A / Side member Y 00B... Side member Y 00B... Ballast support Y 00B...0 Cassis beam Y 00B... Central cross (transport position) YM 0 JM 0..., Cassis mast YM 0 JM 0..., Cassis girder YM 0 JM Cassis ties YM 0 JM Struts YM 0 JM ,0 Cross girder ZX 0...,00
14 Mecanisms 0 V - 0 z p k VF 0 Optima 00 VF 0 Optima 0 VF 0 G Optima fpm 0 0 USt fpm USt fpm 0 0 USt ft 00 ft 0 ft DVF fpm 0 (. t) 0 (. USt) 0 (. USt). RVF Optima+ V 0A RT A - V R m V A RT AB - V rpm 0 x 0 x. fpm - 0 x. x. fpm - x. x. ZX 0 RT AB - V fpm - x. x. Y 00B YM 0 JM 0 IEC 00-0 V (+% -0%) 0 z VF : kva 00 VF : 0 kva 0 VF G : kva + kva - VF 0 Optima 00 VF 0 Optima MDT A
15 Notes Jib elevation Tigtened ancorage frame Standard equipment oosened ancorage frame Options oisting Reactions in service Trolleying Reactions out of service Slewing eigt witout load, witout ballast, wit jib and max. eigt Travelling Total ballast weigt Required power Truck ft + kva - Power Control function: oisting speeds adapted to te available power Container ig Cube 0 ft, and/or Flat Rack 0 ft Consult us
16 Notes Note: Tese mast combinations meet te EN and ASME B0.-0 specifications for out of service wind conditions, provided te illustrated wind speed matces required design wind for te location of te tower crane. Te out of service design wind speed was determined in accordance wit -0, Figure.-A. Te wind velocity, used for tis configuration was mp ( kp), wic represents a nominal design -second wind gust at ft (0 m) above ground for Exposure B category A. Factor of 0. was applied to te 0-year ultimate design wind speed of mp ( kp), per -0, wit te assumption tat tis crane is considered a temporary structure used during a construction period of years or less. Constant improvement and engineering progress make it necessary tat we reserve te rigt to make specification, equipment and price canges witout notice. Illustrations sown may include optional equipment and accessories, and may not include all standard equipment. Manitowoc Cranes Regional eadquarters Americas Manitowoc, isconsin, USA Tel: + 0 Fax: + 0 Europe, Middle East, Africa Dardilly, France Tel: + 00 Fax: Cina Sangai, Cina Tel: + 00 Fax: + Greater Asia-Pacific Singapore Tel: + Fax: + 00 Sady Grove, Pennsylvania, USA Tel: + Fax: + 0 Potain MDT A Code -00-.M-0 Manitowoc 0
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