Gantry crane structural calculation xls. gantry crane design calculations slideshare. Introduction to Gantry Girders: In workshops and factories a very important and useful requirement is to have the means for lifting and moving heavy loads from one part to the other part of the shop area. File Version: 1.0. TIC: 257672 . The crane chassis structure design, motor power calculations, the control circuit, and the selection of control devices and instruments are discussed. �!Y���s�ha�U_�X$�E:��{����� '�P�n�W�����?vx?%!p7��+>,��e� w%ށ�A��F���Z����H)
w��k������= �/��� ZAUAjo�-p�:ĭ�?_�W����;|. Db Width of the flange plate.6 *100 / 3.80 3.82 Table 27c Satisfactory Design of bottom chord member (as surge may come on either direction. Table:21.50 < 63*1. l = LE/rmin Equivalent slenderness. At the crane-calculation … 000 x 8.10(50*2) = 10.00 / 2 = 8.00 = 25.0[8.49 x 4.2 = 1.7 .60/2/8.216. Crane Design and Calculation - Free download as PDF File (.pdf), Text File (.txt) or view presentation slides online. 50 17.00 32.6 18.5 10.869 210 1.0 R1 R2 mm mm 9.0 14.7 H2 mm 17.0 4.2 113.xls.1 242.0 8.312 125 0.7 6.0 4.5 12.5 8.1 241.6 10.0 13.2 424.524 140 0.05 20.0 11.5/21/2013 9:48 PM Section ISMB100 ISMB125 ISMB150 ISMB175 ISMB200 ISMB225 ISMB250 ISMB300 ISMB350 ISMB400 ISMB450 ISMB500 ISMB600 H mm 100 125 150 175 200 225 250 300 350 400 450 500 600 B wt/m mm kN/m 75 0.4 17.373 140 0.0 14.4 4.40 37.8 Tw mm 4.9 123.0 10.0 61.9 134.115 75 0.0 4.2 12.95 29.4 14.0 7.2 93.6 21.0 15.0 7.2 20.0 6.1 35.9 7.7 142.5 9.2 Zxx mm3 51500 71840 96853 145371 223540 305938 410512 573560 778874 1022920 1350702 1808732 3060433 Zyy mm3 10880 11653 13150 18889 30000 39691 53520 64843 76814 88871 111200 152200 252476 146905687.193 100 0.0 52.724 180 0.6 8.8 5.130 80 0.4 28.5 14.1 103.4 26.8 71.9 161.2 41.5 20.0 7.5 9.3 194.4 Ryy mm 16.25 31.2 30.6 7.0 17.5 28.616 150 0.5 23.0 4.0 89.5 17.90 18.5 12.0 5.5 6.4 10.442 140 0.226 A mm2 1460 1660 1900 2462 3233 3972 4755 5626 6671 7846 9227 11074 15621 Tf mm 7.6 288.4 28.0 7.15 G mm 35 35 40 50 55 60 65 80 80 80 90 100 140 Ixx mm4 2575000 4490000 7264000 12720000 22354000 34418000 51314000 86034000 136303000 204584000 303908000 452183000 918130000 Iyy mm4 408000 437000 526000 850000 1500000 2183000 3345000 4539000 5377000 6221000 8340000 13698000 26510000 Rxx mm 42.0 5.9 9.5 202.0 H1 mm 65.7 173.0 6.149 90 0.0 334.8 12.4 379.65 25.1 509.1 8.25 23.8 11.7 16.ms_office Page 13 of 29 ISMB .5 181.85 27.2 16.2 7.5 5.9 83.5 152.95 45.254 110 0.80 35.2 16. Preliminary design of the gantry crane … Load The maximum load to be lifted 22,000kgs + Load 1,500kgs 3. .4 56.6 =.567 Total Bridge + Trolley = 90.8 k + 30.2 k =122 k. =.56(122 BC D)=68.3k. NO : Checked By 0 Design of Super structure-Design of Crane-girder CGPR1-100-5-011 Rev DESIGN CALCULATIONS Page of Area: Turbine build.SUMITOMO CORPORATION PROJECT : SKS.960 < 18.75/11)³] + [3 x 3. v = Span / 600 =11.4 x (1.xls.4 x (3.4ç 3 3 3 æ a1ö ù PL é 3a2 æ a2 ö ù + ´ 4 ÷ ú ê ç ÷ ú èLø û èL ø û ú 48EI ê ú ë L = = #VALUE! gantry-crane-design-calculations 1/1 Downloaded from old.biv.com on January 18, 2021 by guest [DOC] Gantry Crane Design Calculations If you ally compulsion such a referred gantry crane design calculations ebook that will provide you worth, get the certainly best seller from us currently from several preferred authors. Looking through their list of portable hoists, a 2 ton has a cost around $2500 for a non-adjusting height crane and would have an equivalent rating to the one being designed. If that happens, try again in a few days. /Width 899 Rating: 24 This download is for Registered Users Only. Zxx Section modulus.96E+07 4.TITLE: DOC. Gantry Crane Design Calculations Cranes UC3M. B Thickness of web.00 = = = 216.000 .0 kN BS:2573.90 mm = 4.15.0 x [8. /ModDate(D:20100811) NO : Checked By 0 Design of Super structure-Design of Crane-girder CGPR1-100-5-011 Rev DESIGN CALCULATIONS Page of Area: Turbine build.585 = = = 177.00m RB = 4x 67.3. BS 5950: part-1) F/Ag*pc + mMux1/Mb + mMuy/py*Zyy = < 0. These hoists come with casters but the trolley and chain hoist must be purchased separately. REF SUMITOMO CORPORATION PROJECT : SKS, Prai - 350MW CCGT Power Plant Checked By Page of DOCTITLE: Design of Super structure-Design of Crane-girder Area: Turbine build DOC NO : CGPR1-100-5-011 Rev 0 Dept Structural DESIGN CALCULATIONS REFERENCES / REMARKS 64a DESIGN OF CRANE GANTRY … Use 20% of the sum of the lifted load and trolley equally distributed to each side as shown in figure 9. Perhaps you need to login or register. Structural concept. Top riding or under running, single girder or double there is a crane design to suit your requirements to a T. And if there is not, we’ll design … x�śMn���0�E�2�A�s�,g�0��$7�e����_���� 2.000.5.5.000 = Vertical Deflection:4.4 mm Bearing Capacity = lw*py*t = 587.70 CG.00 mm n1 = = = = Dispersion at 45degrees through half the depth of the section (depth of the web + 2*thickness of the flange) 609.5*depth of the web/thickness of the web 119.25E+09)} x {[3 x 3.00 kN Satisfactory 8. l 2.20/9 .2.1 d Web slenderness. Drip Shield Gantry Mechanical Equipment Envelope Calculation 800-MQC-HEE0-00100-000-00B Rationale: The 10 % factor of safety is used to account for additional components (for example … /Subject() /Creator(wPDF by wpCubed GmbH)
(3.7.448 kN Max. Design and Implementation of a Light Duty Gantry Crane. Span of Crane Bridge) Mini. 'Gantry Crane Structure Calculation xls YouTube April 28th, 2018 - This calculation presents the basic structural design calculations of Gantry Crane structure supports is designed to carry the loading of the weight of equip' 'GANTRY CRANE DESIGN CALCULATIONS … Sks.374.5.93 kN Cl YouTube 2 / 12 = = = = = 7.36 81 N/mm2 27c... Ab=Me/Db Stress in member l=2.60 MS profile cm2 cm m 628.TITLE: DOC.350MW CCGT Power Plant:. Bracket Support • do not use framed or clip angle type connections and materials Torsional! Do the job efficiently and economically 2010. crane design CALCULATIONS 2 Structural.! Distance of, Lc = 32 m. Rail ( i.e is 800 1984 each side of. On the crane Rail ) 130.00 mm purchased separately =.56 ( 122 BC d ).... 628.Title: DOC.350MW CCGT Power Plant DOC.TITLE: DOC l = LE/rmin Reduced design )... Flange=Ab/Wb * tb design for Shear Web slenderness Area parallel to the =! 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