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DBSIGN BEAM CRANE

DESIGN BEAM CRANEFILLING PUMP HOUSE

A. SIRUCTURAL MODEL

5.0 mTraveiling speed : 0.ZS m/minDead weight: 5.0 TonDistance Hrz. Stiffener: 5 mCrane type : Hand operate crane

LOADING CALCULATION

DEAD LOAD (PoL)

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5000 Kg2500 Kg

Used Por =

5000 Kg8250 Kg750 Kg750 Kg

2500 Kg

EmpV weight of craneReaction which transferred to hoist beam

LtvE LOAD (PrL)- Crane capacity- Vertical load- Horizontal load- Longitudinal load

Vo=Pr_r = 1.1 (Vo+P".) =Hx = 0.15 (Vo) =Hz = 0.1 (Vo+Po_) =

Not working in thesame time

C. ANALYS/S

By STAAD-Ill program, find beam size :

H- 400x200X8X13Ij Result summary:

- Stress ratio =- Stress ratio =- Deflection 6 =- Deflection 6 =

Printout analysis --->

0.251.230.590.64

< 1.0< 1.3q 6an=a 6ail=

OK! -->

Due to permanent loadOK! --------->Due to temporary loadL /800 = 0.63 cm OK!L /600 = 0.83 cm OK!

See next page

IIPAGE NO. 1

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-') 1 A A ,J - i I lRevision 20.1Proprietary Ft-c::. am ofResearch Enginee:-s, 1nc.Date= APR 22, 1903Time= 1f:33:ll

r USER f D: Flr.ror Danre- EasLern Inc. i*t**tf ****l*t*****f *t****ar. r ra++* ***+***f ********

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1. STAAD SPACE ** BEA}1 CRANE FOR F:::ING T'UMP }]OUSE **2. INPUT WIDTH 723. UNIT METER KG4. JOINT COORDINATES5. 1. 0. 0. 0.; 2 5 0. 0.5. MEMBER INCIDENCES7. 112B. SUPPORTS9. 1 PINNED

10, 2 FIXED BUT FX MZ11. UNIT CM KGr2. CONSTANTS13. DENSITY S'I'EEL14. E STEEL ALL15. POISSON STEEL ALL15. MEMBER PROPERTY JAPANr-7. 1 TA ST H400X200X818. LOAD 1 (DEAD LOAD)19 . SEI,FI,IEICHT GY - 120. MEMBER LOAD21. r CON GY -250022. LOAD 2 (I,IVE LOAD-I)23. MEMBER LOAD24. 1 CON CY -825025. 1 CON GX -75026. LOAD 3 {LIVE LOAD-II)27. MEMBER LOAD28. I CON GY -82s0 (29. 1 CON GZ -1sa30. LOAD COMB 4 (DLI)31. 1 1 2 t32. LOAD COMB 5 (DLII)33. 1 1 3 I34. LOAD LIST' 1 TO 535. PERFOR,M ANALYSIS

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rT BEA,IU CRANE FOR FILLING PT]MP HOUSE **

PROBLEM STATI,STICS

. - PAGE NO. 2

| ;:i:ixliixxlli#:"xil!;:* y.",i"',,"-,;. o.'.*,,uon = sSIZE OF STIFFNESS MATRIX _ 2\ DOUBLE PREC. WORDSI REQRD/AVAIL. DISK SPACE = 72.0o/ 2c97 - 1 MB, EXMEM = 55.5{ }1rjI pRocEssING ELEMENT srrFFNESs MATRrx. 13:33:31

PROCESSING GLOBAL STIFFNESS MATR]X. 13 : i3 :31I PROCESSING TRIANGULAR FACTORIZATION. 13:33:31I CALCULATING J0INT DISPLACEMENTS. 13 :33:31CALCULATING MEMBER IIORCES. 13:33:31IC| 3G. pRrNr suppoRT REACTToNsIaart

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I** BEAM CRANE FOR FILLING PUMP HOUSE ** - - PAGE NO. 3

SUPPORT REACTIONS -L'NIT KG CM S:'RUCTURE ]'YPE = SPACE

JorNT LOAD FoRCE-x FoRCE-y FoRCE-'z MoM-x MoM-y MOM zIII r. 1 0.00 1414.?0 o.io 0.00 0.00 0.00

2 750.00 4125.00 O.rc 0.00 0.00 0.00I I 0.00 4125.00 23.1 .s9 0.00 0.00 0.00| .1 ?50.00 5539.70 0.;c 0.00 0. o0 o. 0oI 5 0.00 5539. ?0 23.r .5, 0.00 o.0o 0.002 L 0.00 1414.70 O.aJ 0.00 0.oo 0.00i 2 0.00 4125.00 0. c,1 0.00 0.00 0.00| 3 0.00 4125.00 515..i1 0.00 -1 o2o2.55 0.004 0.00 5539.70 0. cJ 0.00 0.00 0. 0o5 0.00 5539.?0 515.i1 0.00 "70202.55 0.00loa

.I*********ira** FND oF LATEST A*r{ALySIS Rllsul,T ***r**********

3'7. PRINT MAMBER FORCESIII

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r* BEAM CRANE FOR FILLING PUMP HOUSE **

MEIqBER END FORCES STRUCTURE TYPE = SPACE

. - PAGE NO. 4

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ALL LTNITS ARE . - KG CM

MEMB LOAD .]T /L\IAL SHEAR.Y S}{EAR.Z TORSION MOM Y MOM.Z

1 I 1 0. o0 7414.'tO 0.00 0.00 0.00 0.002 0.00 1414.?0 0.00 0-00 0-00 0.02

2 I ?50.00 4125.00 0.00 0.00 0-00 -0.042 0.00 4125.00 0.00 0-00 0.00 0-00

3 1 o.O0 4125.00 23.1 .59 0.00 0.00 -0.042 0.00 4125.00 515.41 0.00 70202.55 0.00

4 1 ?50.00 5539.70 0.O0 0.00 0.00 -o-042 0.00 5539.70 0.00 0.00 0 - 00 0.02

5 1 0.00 5539. ?0 23.1 .59 0.00 0.00 -0.042 0.00 5539.70 5i5.41 0.00 10202.55 0.02

***trr**r***** END OF LA'I'EST ANA,LYSIS RESULT ***t***t****i*

38. LOAD T.IST 439. PRINT SEC'T]ON MAX DISPLACEMEN'I

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** BEA}{ CRANE FOR FILLING PUMP HOUSE *T - - pAGE NO. '7

STAAD-iII CODE CIIECKING _ (AISC)i***t**tlt****it**t****

ALL LINITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO,/ I,OADING/

FX MY V,Z LOCATION

1 ST H400x200x8 pAss Arsc- r{1-3 0.254 l-0.00 0.00 -33308?.13 250.00

*t**ra*r*****r END oF TABULATED RESULT OF DESIGN *r**r*****ti**

52. LOAD LIST 4 553. PARAMETER54. UNIT KG CM55. CODE AISC55. FYLD 240057. BEAM ].O58. NSF 0.8s59. RATIO 1 .3360. TRACK O. O61. CHTJCK CODE ALL

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** BEA}1 CRANE FOR FILLING PUMP HOUSE *T PAGE NO. 8

STAAD-IiI CODE CHECKING - (i\.iSC)

ALL TJNITS ARE - KG CM (UNLESS O'IIiER;{iSE NO'i'F]D)MEMBER ].ABLE RESULT/ CRITICi\I, CoND/ R.\l.Iol I.,t.rAt)]N(I/

rX }1Y I,"Z I,I)(,A'I,I ON1 ST }t400x200x8 PASS AISC- iil_3 ).?-2g 1,0.00 586.i3.71 -136.13ri.00

.250.00

* * * * * * * * a * * r * r [rND oF TABULATED RESU],]. OIr DI.]SI GN r * t * ] * * * * { { * r t

62. PLOT BENDING I.'ILE5,3. PLO'I' DISPI,ACi]MDNT ITIL,E64. STEEL '|AKE OI.'F

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** BEAIVI CRANE FOR FILLING PUIVIP HOUSE **

STEEL TAKE-OFF

PROF I LE LENGTI-I ( CM ) WE I CHT ( KG )sT H4 oOX2oOXS 500 . 00 32g .395

TOTAL = 329.39

*t****r***** END OF DATA FROM INTERNAL STORAGE **********tr

65. FINlSH

*************** END OF STAAD_IrI ****r****f,****r**** DATE= ApR 22,1903 TIME= 13:33.31 ****

t********************i***************it**************r**** For questions on STAAD-III, cortLact. i* Research Engineers, Inc at ** Ph: (7L4) 9'14-2500 Fax: (174) 92l-2543 ********* tt*t**t *****{ **t ***************t*************t***

- - PAGE NO. 9

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