Mc Combined plate C.13.61 kN > 104.40E+07 mm 158.12 kNm Cl.6 mm mm mm mm nos m kN kN = = = = = = > 5. py pc = = = 25. l = LE/rmin Reduced design strength.1) Compressive strength pc :Slenderness.3 of BS 5950.822 0.3.4. GANTRY CRANE SPECIFICATION. Comments: 2 × adeaustralia 2 years ago. NO : Checked By 0 Design of Super structure-Design of Crane-girder CGPR1-100-5-011 Rev DESIGN CALCULATIONS Page of Area: Turbine build. Sizing I Beam for Gantry Crane practicalmachinist com. The portable gantry … /Height 152 /Keywords() x�śMn���0�E�2�A�s�,g�0��$7�e����_���� And now, total production amount of Weihua Cranes … .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.G of flange Plate from C.2 of BS5950: Limits: 19tse 13tse = = 483.00 mm = = = = 0.421 mm 12 mm Outstand of web stiffeners.00 mm 11250. NO : Checked By 0 Design of Super structure-Design of Crane-girder CGPR1-100-5-011 Rev DESIGN CALCULATIONS Page of Area: Turbine build.2.69 265.SUMITOMO CORPORATION PROJECT : SKS.69 Cl.3.m > m*Mux1 2.4.4.23 kN. Beams Sized for US or Metric Tons. Rating: 24 This download is for Registered Users Only. Advanced Insulation ContraFlame JF120 08 08 2012.pdf, Transmission Facility Optimisation Study.pdf, TEC - Materials Tecnology for Technicians.pdf, ElevationsHeightsDatumsinDataModelsandReal World_Haines_Stolle[1].pdf, Advanced Insulation ContraFlame JF120 08 08 2012, The cracks are genearlly classified in two types in Building.docx. The backbone of overhead material handling is the overhead bridge crane. b/T Web slenderness.3.a) Shear Capacity Web slenderness.14 Shear Capacity.1. Design Gantry Crane Calculations Crane Machine Engines. b Constant. Download Free Gantry Crane Design Calculations Gantry crane design calculations is actually a kind of lifting equipment, which can be used in workshop, warehouse and material yard. Prai .68kN 875. … Vivid Learning Systems is a provider of online safety training. Dsp Width of the bracket. m Buckling parameter.7.5 conservatively conservatively Table:9 Table:14 Table:12 Satisfactory Cl.0 1.00 N/mm2 Cl.00 N/mm2 240. n Uniform moment factor. Design of Super structure-Design of Crane-girder Rev: CGPR1-100-5-011 0 DESIGN CALCULATIONS Page of Area: Turbine build. Prai .2.36kN 377.00 = 4 x 67.360 x 2.360 .8]11.ms_office .2. Loads Average static Wheel Load Load due to Impact Total load Factored Load = 50.DESIGN OF CRANE GANTRY GIRDER Project : Building : Girder Type : PRAI POWER 350 MW CCGT POWER PLANT PROJECT CW PUMPHOUSE ( INTERNAL) EXISTING CRANE BEAM .0 15. approach of crane hook to the gantry No. b/T Web slenderness. Gantry girders supported on columns, carry the moving cranes. girders or carlings in way of the equipment foundations. (ISBN 0-7918-2939-1) 2.2.3 ASTM A 36/A 36M-05. Gantry Crane Design Calculations Xls - cadellonfo.it Gantry crane design calculations 2. Dept Structural REFERENCES / REMARKS 67.75m 11.36kN C c.4[11.b) Axial Force: Because of Lateral force.585 kN 91.784 kN.TITLE: DOC. /Subject() Wheel Load Design Calculation of Jib, Double Girder, EOT Crane The crane wheel load, usually referred to as maximum wheel load is the total load in pounds that any single crane wheel will … t Thickness of flange. The lifting capacity of single girder overhead crane is … 2 Excavations (Refer to Chapter 4). Horzontal reaction RH 4) DESIGN OF GANTRY BEAM Properties :Depth of the section.Max. Vol. OF GANTRY RB dv = 5 384 ´ WL EI 4 + PL 3 48EI ´ê é 3a1 ê L ë .15 1. Crane Girder is laterally bending between points of restrained at support Muy = 8. t Thickness of flange.0.35²/2) = 355.m ii) Shear force Reactions :RA RB = 2x 8.40 kN.7/2) = (2 x 104.9 = 19.5 x 8. d Second moment of inertia.35 kN 216.70 = 2 x 8.122.448 kN 0.30E+07 mm4 = 69.c) Stopper Loads Factored lateral load Wsp = 1.5 x 8.49x8.35) -104 x 0. Iyy rmin Section modulus. Vivid Learning Systems is a provider of online safety training. approach of crane hook to the gantry No. BM for Two Cranes At the … Mux1 = (1443.m c.517 kN. design and construction of a portable gantry Wsp Thickness of the bracket plate.2 mm 4 1. pc = = = = = = 300X150X32 40.3078569 N/mm2 265. LE Slenderness. Preliminary design of the gantry crane … l = LE/rmin Equivalent slenderness. Container gantry cranes fault diagnosis technology developme • With the development of mature and advanced electronic technology and microelectronics technology state detection and fault diagnosis of various types of double girder bridge cranes, now specifically limit switch fault diagnosis system has developed from … /Producer(http://www.prokon.com) Reaction 3.a) For vertical loads i) Bending Moment The maximum Bending moment under moving loads occurs when line of action of one load and centre of gravity of the loads are at equal distance from the centre of span.25E+09 mm mm mm mm mm mm4 UB610X305X149kg/m = 9.9 = 304.7 /4 = 17.7) +3. OF GANTRY RB dv = 5 384 ´ WL EI 4 + PL 3 48EI ´ê é 3a1 ê L ë .90 65kN = = 8.4.49kN/m RA c 8.0 10.BS 5950.742 Satisfactory 7) CHECK FOR DEFLECTION Allowable deflection for vertical loads d lim.90 kN.0 /1.700.part-1) b1 = Stiff bearing length = = 2(Height of the crane rail) 140.5 mm Cl.20/9)³]} 7.a) Web bearing under wheel load (as per Cl.625 < 8.4ç 3 3 3 æ a1ö ù PL é 3a2 æ a2 ö ù ´ê .0 / 1.0865 kN > 104. • Gantry … '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 … design and construction of a portable gantry hoist cal poly. Zyy Plastic modulus. 61 12.SUMITOMO CORPORATION PROJECT : SKS.40 x 8.00/2)/32.20 + 780 x 32.b) Uniform Dirstributed Load Self weight of rail Walkway Dead Load Walkway Live Load Self weight of girder Factored load b.3 kN 547 kN 875.68 kN = 0.10(421*4) Max.1 W H = 0.40 b.60 x 168.06 kN/m kN/m kN/m kN/m kN/m kN/m Maximum lateral load per wheel is equal to 10% Static vertical wheel load.40 4.4 kN 4 wheels are resisting the total lateral load Factored lateral load W df = 1.7 126. static Wheel Load Load due to Impact Total load Factored Load say Wm = = = = 421 kN 875.938 kN 420.30 x 421 W mf = 1.00 0.00= 1682.80m (1050+320)kN = = 780 kN 0. l = 0.00m RR RL = (1370 x 30. Outrigger Load Point load = (1+2) x 100% … Gantry Crane Design Calculations Wholesale Designer. This paper presents the design and implementation of a light duty gantry crane that can be used in a workshop. manual crane calculation [type text] page 1 project al qusais (dm-07) epc contrac snc -lavalin tor. Gantry crane design calculations 1. 30 x 50 W mf = 1. of Wheels Wheel Spacing1 C.60 ii) Uniform Dirstributed Load Self weight of rail Self weight of girder Factored load W df = 1.6 1.49 = = = 1.0 104.40 x 2. l = 0.60 x 65.49 kN/m 2.b) Horizontal Loads Maximum lateral load per wheel is equal to 10% Static vertical wheel load.49 kN/m 2.6 1.00 kN/m 1.49 kN/m 3.00 kN 65 kN 104.000 m 2 0.60 m 0.4 2 275 N/mm All below references are BS 5950. part-1.00 kN/wheel say Wm = = = = 50.gIhf Dead load gdf = = = = = = = = = = = = = = = = = = = = = 100 kN 0 kN 0 kN 1 kN/m 70 mm 8. u Torsional index.Section modulus. NO : Design of Super structure-Design of Crane-girder CGPR1-100-5-011 Rev DESIGN CALCULATIONS, Page of Area: Turbine build. of W … Prai . These hoists come with casters but the trolley and chain hoist must be purchased separately. Prai .25 = = = 70 N/mm2 (b1+n1)*t*pc 1932.60 3.1 d Web slenderness. To simplify the calculations, add the maximum bending moment due to dead load to the maximum wheel load moment * Dr. N. Subramanian Steps for Design … 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. Gantry Crane Design Calculations Xls - Page 8/24. Ixx Second moment of inertia.4. Dept Structural REFERENCES / REMARKS Height of rail 5% of the static wheel load = = 5/100 x4x 875.350MW CCGT Power Plant DOC.681 Satisfactory g) CHECK FOR DEFLECTION: Allowable deflection for vertical loads d lim.61kN/m RA c 11. h = Span / 500 = 11.15/11)³]} 11.0 / 600.0 = Allowable deflection for horizontal loads d lim. Ag Out stand width of panel. Table:21.50 < 63*1. pro woodwork projects. gantry crane design calculations Overhead Crane Gantry. NO : Checked By 0 Design of Super structure-Design of Crane-girder CGPR1-100-5-011 Rev DESIGN CALCULATIONS Page of Area: Turbine build.4. BS5950 6 mm 400 mm 56.bending tension in bracket.m 91.4 Satisfactory 10.2 kN 361.8 mm 3 88189 mm 24.36.2 kN 56.25 kNm 5.Buckling resistance.20 16. of bolts provided Stress in Bolts = = = = 865.a) Design for Moment Moment due to eccentricity. BS 5950: part-1) mMux1/Mb + mMuy/py*Zyy = < 0.000 Satisfactory 6) CHECK FOR LONGITUDINAL STRESS Height of rail = 70 mm .2 and Table:7 = = = = 45.4. lLT Slenderness correction factor.3.00 6392.4.b) Moment capacity.4.4. /Width 899 australia. On the other hand there are many aspects of gantry design which are not addressed. -..(.//) 1+2 0.1 2.3. 2 Excavations (Refer to Chapter 4). CG.68kN 875.930 kN Max.ms_office .68 x 1.1 x 11.0/2) = (4 x 875. calculation of crane inilah kelebihan dari menggunakan gantry crane mesinpks com. 1. e.5 mm2 mm2 mm Outstand element of compression flange. B Thickness of web. Dept Structural REFERENCES / REMARKS 6.4.a DESIGN OF CRANE GANTRY GIRDER 11M span All below references are BS 5950, part-1, UNO a) INPUT DATA :(Refer Appendix-E, for EOT drawing) Crane Capacity = 1050 kN Weight of Crab = 320 kN the design of gantries. EOT Crane Design Calculation . 2005. Mines Safety Bulletin No 105 Department of Mines. Cl.93 kN Satisfactory Cl.xls.2.00 N/mm2 > 214.11 Table 27c Satisfactory j) Design of Crane Girder Bracket Depth of the bracket.00 25.xls REF gvrs/ST .78 kN 2 154. 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. Calculation Reference Crane Design BS5950 Structural Design Calculation Preview. b Constant. Crane Girder Design Crane Girder Details Proper detailing is the key to good fatigue performance The vast majority of crane girder performance issues occur at the crane girder to column connection. Crane Girder Design Crane Girder Details Proper detailing is the key to good fatigue performance The vast majority of crane girder performance issues occur at the crane girder to column … Table:21.14 < 63*1. n lLT pb Buckling resistance. how to read a load chart crane load charts how to use. PROJECT : SKS, Prai - 350MW CCGT Power Plant DOC.TITLE: DOC. Iyy rmin Section modulus.3.350MW CCGT Power Plant DOC. /Name/wpt1 Gantry crane design calculations 2. The outline of Design Calculation ... Production and sales of overhead and gantry cranes won the first in China for continuous 8 years. Avx=t*d Critical Shear strength.68 mm2 165 N/mm2 1054.14 Plastic Cl.43 Plastic 45. Mb = = = = = = = = = = = = = 10.3.a) Compressive strength pc Slenderness.20 kN.7.3 of BS 5950.0 1.3. Vivid Learning Systems is a provider of online safety training. Standard Specification for Carbon Structural Steel. pc Table 27c .m CHECK FOR COMBINED BENDING COMPRESSIVE STRESS IN EXTREME FIBRE (FOR VERTICAL PLUS LONGITUDINAL) F/Ag*pc + m(Mux1+Mux2)/Mb = 0.2 CG OF LOADS 65kN 2.9 mm Depth of the web = = = 570.1.625 mm 7.5 3.70 mm 4.40 kN Bending moment in the longitudinal direction is equal to Longitudinal Force into Crane Rail Depth plus half of Crane Girder depth Mux2 = 10400 x (70 + 305.90/9 . 1 x 11.0) .7)/11 + 12.a) Bending Moment :The maximum Bending moment under moving loads occurs when line of action of one load and centre of gravity of the loads are at equal distance from the centre of span.2) For Horizontal loads :- 146905687.2374.68+12.00m CG.68x(11 .TITLE: DOC. 8% Crane Utilization too high for hazardous area (Chemical Plant) You would need to Reduce Boom Length or Reduce Crane … Satistactory Weld between Stiffener & web Vetical Height avilable for Welding = 1170.part-1) Design strength of the stiffner in buckling = = py-20 245.xls REF gvrs/ST .0 N/mm2 Satisfactory Cl.1.5.00 N/mm2 4716. /BitsPerComponent 1/ColorSpace/DeviceGray A Flange Area on one side.7.2. Gantry Crane Design Calculations Xls i want to design a ware house of height 32 feet. D Width of the section. Gantry Crane Design Calculations Xls - cadellonfo.it Gantry crane design calculations 2. %PDF-1.2 Crane Weight The maximum weight of the crane to be used 50,000kgs (worst case scenario) 2. T Effective depth of web.76 kN 115.part-1 2 wheels are resisting the total lateral load Factored lateral load 2.7 = 537.00 kN/wheel 3) MAXIMUM BENDING MOMENT AND SHEAR FORCE 3. 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! Wb Thickness of the flange plate.1 Satisfactory Cl.93 kN. �!Y���s�ha�U_�X$�E:��{����� '�P�n�W�����?vx?%!p7��+>,��e� w%ށ�A��F���Z����H) w��k������= �/��� ZAUAjo�-p�:ĭ�?_�W����;|. Gantry Crane Design Calculations Xls Gantry Crane Design Calculations Xls - cadellonfo.it Gantry crane design calculations 2. Bridge, Gantry or Jib Cranes. Design of Super structure-Design of Crane-girder Rev: CGPR1-100-5-011 0 DESIGN CALCULATIONS Page of Area: Turbine build. LD series single girder electric overhead crane is a kind of light and small crane. Sxx Plastic modulus. • No permanent installation required, making gantry cranes ideal if you rent or lease your facility. West Conshohocken, Pennsylvania: American Society for Testing and Materials. Dept Structural REFERENCES / REMARKS Bottom Flange Weld. Ab=Me/Db Stress in top flange=Ab/Wb*Tb Design for shear Web slenderness Shear area parallel to the web Critical Shear strength Shear Capacity. calculating stability cranes today. Crane bridge span S r = [ ft ] Min. gantry crane structure calculation xls youtube. 28E+06 1 31. A review paper on design and structural analysis of simply supported gantry crane beam for eccentric loading, Int. crane runway beam design aisc lrfd 2010 and asd 2010. crane design and calculation crane machine bending. With the continuous development of industrial industry, this kind of crane is widely used in modern industrial production and lifting transportation. The 5 factors affect gantry crane designs, i.e. 33 mm 22.TITLE: DOC. Loads 5. /Creator(wPDF by wpCubed GmbH) Prai . Dept Structural REFERENCES / REMARKS b1 = Stiff bearing length = = 2(Height of the crane rail) 130.350MW CCGT Power Plant DOC.2.78 N/mm < 160 N/mm2 2 214.bays are not to count in the sketch) Allowable Stress in member l=1.5 *100 / 3.07 1.14 kN 24. l Compressive resistance.50 32. Syy Buckling parameter. Dept Structural REFERENCES / REMARKS 6.4.a DESIGN OF CRANE GANTRY GIRDER 11M span All below references are BS 5950, part-1, UNO a) INPUT DATA :(Refer Appendix-E, for EOT drawing) Crane … Types of custom gantry crane designs are for you to save time, energy, and money. EOT Crane Design Calculation. It uses electric hoist as lifting mechanism. pro woodwork projects. d Second moment of inertia.25 59400 18000 215 1.6 kN >2.59E+10 6. d/t Shear area parallel to the web. 6.0 BODY OF CALCULATION ... Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder). gantry crane structure calculation xls youtube. /Subtype/Image Load The maximum load to be lifted 22,000kgs + Load 1,500kgs 3. Crane Design and Calculation - Free download as PDF File (.pdf), Text File (.txt) or view presentation slides online. Bridge Crane for Foundry 130/30t-22.5m A8 Design Calculation I. The formulae, figures and recommenda-. = sqrt(275/py) = = = = = = = = = = = = = = = = = = 1250 450 20 40 1170 1.2) Moment capacity.50 Shear Capacity.xls REF gvrs/ST .4.08E+08 101.19 2.02 23400 mm2 159 N/mm2 3720.4. j. eng. S.F., B.M., and Deflection Two Cranes at the Same Span Max. Perhaps you need to login or register. Wheel Base 4. Vcr=qcr*Avx 5.3 Satisfactory d.3.2.7. If that happens, try again in a few days. Gantry Crane Design Calculations Xls - nntp.azpiscine.it Crane Girder Design Runway Girder -Seismic = . Below is an example of a basic portable gantry hoist design. 2 (Height of the crane rail) 130.00 mm. Increase it for the impact Calculate the maximum bending moment in the gantry girder due to vertical loads. OF LOADS 875. Horzontal reaction RH d) DESIGN OF GANTRY GIRDER: y 146905687.6 /4 43.855 kN 177.6 c.5 x 67. the Crane Girder is subjected to axial force.2.585 kN Max.350MW CCGT Power Plant DOC.177.36 / 875.78 kN RA Reactions :RA RB 3. 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. To determine the deflection for a jib crane, the equation remains the same, but the terminology can also differ from … BS 5950.7.000 0.00 ( Destabilizing condition) (As per table:9.2 e) CHECK FOR COMBINED BENDING COMPRESSIVE STRESS IN EXTREME FIBRE (FOR VERTICAL PLUS LATERAL) e.50 1. To provide crane bridge beam sizes for Harrington's manual and powered chain hoists used in conjunction with Harrington end trucks. Dept Structural REFERENCES / REMARKS Depth of the surge girder Maximum unsupported length Bottom Flange 1.1) Vertical Loads b.60 m 2.50 4.61 = = = = 2.xls.1. Crane Gantry 5 t. capacity SSK 11/8/2010 Crane Gantry Girder Design: Default example Ver W2.5.01 - 13 Jul 2010 S05 TITLE : Default example Data file : Created on: 11/8/2010 19:39:23 INPUT DATA Girder continuous [Y]/N Modulus of Elasticity E (kN/m²) Rail height (mm) Effective length factor typical span Crane … Vcr=qcr*Avx = 6.7.596 0. d/t 4.3.part-1: Beam partial restrained against rotation) Effective length.37E+05 mm3 = 0.0 0.5 = 19000 mm2 = 6005 mm2 = 146.3 Satisfactory 4. 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. Lateral load W H = 0.552 kN 15.70/2 2x104+3.7) .m Max.00 kN = (122.3]8.448 = = = 15.59 kN Maximum Bending Moment Mux1 ii) Shear Force:Reactions: RA RB = 2 x 104.7-0. 74 mm 12.4.93 kN Tb.part-1) 146905687.2.00 mm 6. Vivid Learning Systems is a provider of online safety training. File Version: 1.0. Dept Structural REFERENCES / REMARKS Depth Width t T = = 1250 mm 450 mm 20 mm 40 mm 40 20 x x 1250 450 Properties :Depth of the section.02 = mm mm mm mm mm mm4 mm4 mm mm3 mm3 mm3 mm3 conservatively as per Cl.ms_office .1 Satisfactory Cl. qcr for d/t =45. Cl.4. /Author(Prokon) Pw = (b1+n1)*t*pc= = 9) CONNECTION FOR LONGITUDINAL LOAD Longitudinal Force Dia of bolt provided No.86 N/mm < 160 N/mm2 2 10) DESIGN OF STOPPER BRACKET Depth of the bracket.b) Weld between Bracket and flange of Crane Girder Design strength of fillet weld.0 25. x Combined plate Ixx Distance of compression edge Combined plate Zxx Moment capacity. {( 2 x 547300 x 11000³)/( 48 x 205000 x 1.000.ms_office .00 CG.3 HENCE SAFE CHECK dv < Allowable Deflection h) Crane Girder Welding Calculation Top Flange & Web is welded by full Penetration Butt weld.75 547.0) 120.3kN = = 18.15/11 .7 65 mm 175.m CHECK FOR COMBINED BENDING COMPRESSIVE STRESS IN EXTREME FIBRE (FOR VERTICAL PLUS LONGITUDINAL) F/Ag*pc + m(Mux1+Mux2)/Mb = 0.000.14 kN Bending moment in the longitudinal direction is equal to Longitudinal Force into Crane Rail Depth plus half of Crane Girder depth Mux2 = 175136 x (65 + 625.0 /500 = Vertical Deflection:3.00 mm CG OF LOADS 547.3kN 8.59E+10)} x {[3 x 1. /Filter [/FlateDecode] >> A Flange Area on one side.3. 8% Crane Utilization too high for hazardous area (Chemical Plant) You would need to Reduce Boom Length or Reduce Crane Radius Load 4t (@10m) x 100 ÷ 5t = 80. Prai .84 kN.75/11 .960 mm 11.xls REF gvrs/ST . Enter your email address and an email with instructions will be sent to you, Preview only show first 6 pages with water mark for full document please download, Session 4 - 50ton Overhead Crane Design.pdf, Double Girder Box Type Eot Crane Design v2.0, Moment Connection Beam Column IS & BS SECTION FOR IS800.XLS, Fd04_ Manual for Yokohama Pneumatic Fender, Van Leeuwen - API-ASTM-ANSI-Pipe-Fitting-Flanges.pdf, 1. OF GANTRY Reactions: RA RB = 4 x 875.SUMITOMO CORPORATION PROJECT : SKS.0.06 x 11 /2 = 4x875.33²/2) = 4904. LD Single Girder Overhead Crane… 8% Crane Utilization too high for hazardous area (Chemical Plant) You would need to Reduce Boom Length or Reduce Crane … Gantry Crane Design Calculations Xls - cadellonfo.it Gantry crane design calculations 2. Crane Loads amp Wharf Structure Design Putting the Two Together. x : D/T Sectional Area.00 = = 7.36 81 N/mm2 Table 27c 5.5.5. F Stress in member Allowable Stress in member l=2.60 MS profile cm2 cm m 628.TITLE: DOC.350MW CCGT Power Plant DOC. 1 0 obj << Span of Crane Bridge) Mini. New York, New York: American Society of Mechanical Engineers. Gantry Crane Structure Calculation xls YouTube. n1. 2(8) (2015), p. 1622-1626. NO : Checked By 0 Design of Super structure-Design of Crane-girder CGPR1-100-5-011 Rev DESIGN CALCULATIONS Page of Area: Turbine build.1.33) -875.xls.1.xls REF gvrs/ST .68kN 12.428 kN 2374.68kN 12.93 = 2374.4 .834 kN Maximum Bending moment occurs at C.b) Shear Force:875.930 kN 1260.68kN 875.06kN/m = = C RA 11.1.0-3.443. Sxx Plastic modulus. Span of the Crane Girder, Lg = 11 m. Centre to centre distance of , Lc = 32 m. Rail (i.e. pro woodwork projects. This report covers the design of a portable gantry hoist with a custom frame design. lLT Slenderness correction factor.xls REF gvrs/ST .69 245.00 N/mm2 pb*Sxx 7843.52 kN.TITLE: DOC.832 1.a) Lateral-torsional buckling moment.part-1: Beam partial restrained against rotation) Effective length.5 Table:27c e.0 1.8.2) Overall buckling check (As per Clause 4.3.m >4904.00 25. A gantry crane spanning 300 inches has a deflection of a half an inch (.5 inches). Gantry cranes have recently played a vital role in handling the trollloads such that they become indispensable for many industrial facilities. 10 9.40 5.30 19.00 21.20 22.50 8.60 154.4212 400 100 0.30 90.20 11.80 Ryy mm 12.30 7.3583 350 100 0.10 13.50 15.10 8.60 24.3036 300 90 0.20 22.30 Zxx Zyy mm3 mm3 20300 4700 37300 7500 66600 13100 103900 19400 139800 22800 181900 26300 239500 32800 305300 38400 424200 46800 571900 57000 754100 66600 Area mm2 867 1170 1619 2088 2438 2821 3301 3867 4564 5366 6293 146905687.1914 200 75 0.10 136.ms_office Page 12 of 29 ISMC .60 8.5/21/2013 9:48 PM Name ISMC 75 ISMC 100 ISMC 125 ISMC 150 ISMC 175 ISMC 200 ISMC 225 ISMC 250 ISMC 300 ISMC 350 ISMC 400 Depth Breadth wt/m mm mm kN/m 75 40 0.0681 100 50 0.00 10.40 118.30 Tw mm 4.00 13.4940 Tf mm 7.30 23.10 14.80 23.00 5.10 22.00 23.70 23.40 14.2591 250 80 0.70 61.40 4.0918 125 65 0.2214 225 80 0.90 19.1271 150 75 0.30 22.00 50.10 6.60 Cyy mm 13.20 G Ixx 4 mm mm 21 760000 28 1867000 35 4164000 40 7794000 40 12233000 40 18193000 45 26946000 45 38168000 50 63626000 60 100080000 60 150828000 Iyy mm4 126000 259000 599000 1023000 1210000 1404000 1872000 2191000 3108000 4306000 5048000 Rxx mm 29.80 26.30 28.00 23.10 28.10 15.80 80.70 6.60 40.30 99.10 70.40 24.70 5.40 7.40 22.xls.10 7.40 12.1639 175 75 0. 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