BeamAnal

AnalysisSupport PositionsThree SupportsCompany:DGP InternationalBeamAnal20011221Member PropertiesNo of Decimal PlacesSupports+11Factored000000Two SupportsAddress:Brunel House, 54 Princess Street, Manchester M1 6HSUser Registration No:Unregistered CopySpan m3.25Distance x3Increment0.108333333310000000000One SupportTel =44 161 097 3500Made byDatePage NoIntertia cm42588118SF2EI Value530.56419Total Loads000000000000Project:A5 Acetone Recovery, HullSURK5 December 00Modulus kN/mm220.5BM3Points310.006IEFactoredSupportsXs1Xs2xs3RaRm1Rm2Rm3RbShe MaxMom MaxDef MaxShe MinMom MinDef MinClient:BP Chemicals HullCheckedJob NoRevisionBeam Datastore No1304Deflection2130438/RC3007Compartment C11 Beam Unit 1A REVISED3.2525881182.05E+0110000-0.07997948720.0000.0000.0000.073979487269.2755.1010.040.07-36.0420Element:Support to D5172000/45-4500User Beam Reference38/RC3007Analysis Distance x130438/RC3007Compartment C11 Beam Unit 1A REVISED6.704258811820.510000RefLoadType/NoLoad kNDistance aDistance bLoadDistance xSF @ xBM @ xDeflection @ xDescriptionCompartment C11 Beam Unit 1A REVISEDUserLimits ofFactoredReactions123456789101112131415161718192021222324252627282930311234567891011121314151617181920212223242526272829303112345678910111213141516171819202122232425262728293031Support 1Support 2Support 3NoTypeNokN/m, kNmmmFactormkNkNmmmValue of xx ValuesData cellsLoadsRaRb00.1080.2160.3240.4320.540.6480.7560.8640.9721.081.1881.2961.4041.5121.621.7281.8361.9442.1252.162.2682.3762.4842.5922.72.8082.9163.0243.1323.2500.1080.2160.3240.4320.540.6480.7560.8640.9721.081.1881.2961.4041.5121.621.7281.8361.9442.1252.162.2682.3762.4842.5922.72.8082.9163.0243.1323.2500.1080.2160.3240.4320.540.6480.7560.8640.9721.081.1881.2961.4041.5121.621.7281.8361.9442.1252.162.2682.3762.4842.5922.72.8082.9163.0243.1323.250001Vambo6.0-55.8703.251.000.0800003-55.87-37.2466666667-18.62333333330-3.8243479362-7.2609960191-10.3232706599-13.0244982698-15.3780052601-17.3971180421-19.095163027-20.4854666261-21.5813552505-22.3961553117-22.9431932208-23.2357953891-23.2872882278-23.1109981483-22.7202515617-22.1283748793-21.3486945123-20.3945368721-18.4408191568-18.0160954168-16.6184644243-15.0996618035-13.4730139656-11.7518473221-9.949488284-8.0792632627-6.1544986694-4.1885209154-2.19465641190-37.2466666667-33.5951568612-30.0670397526-26.6623153407-23.3809836257-20.2230446075-17.1884982861-14.2773446615-11.4895837336-8.8252155026-6.2842399684-3.866657131-1.57246699050.59833045332.64573520034.56974725056.37036660398.04759326049.601427220211.928851084812.338917049313.522572918714.582836091215.519706566916.333184345917.02326942817.589961813318.033261501918.353168493618.549682788518.62333333330-0.0053244879-0.010565611-0.0156477932-0.0205036885-0.0250738884-0.0293066287-0.0331574964-0.036589137-0.0395709615-0.0420788534-0.0440948755-0.0456069772-0.0466087016-0.0470988921-0.0470814-0.046564791-0.0455620528-0.0440903013-0.0406312942-0.0398271095-0.0370879083-0.0339835863-0.0305475088-0.0268154117-0.022825109-0.0186161997-0.0142297746-0.0097081237-0.005094442700002Vaobm7.0-129.903.251.00.1081.150.06500.1083-129.90-43.3-86.60-4.6712359262-9.3114874095-13.8897700072-18.3750992763-22.736490774-26.9429600574-30.9635226838-34.7671942102-38.3229901938-41.5999261917-44.5670177612-47.1932804593-49.4477298432-51.2993814701-52.717250897-53.6703536813-54.1277053799-54.0583215501-52.6757951183-52.2154095337-50.3799124615-47.8937420894-44.7259139746-40.8454436743-36.2213467456-30.8226387456-24.6183352315-17.5774517605-9.66900388980-43.3-43.1565535053-42.7262140213-42.0089815479-41.0048560852-39.7138376331-38.1359261917-36.2711217609-34.1194243408-31.6808339314-28.9553505325-25.9429741444-22.6437047669-19.0575424-15.1844870438-11.0245386982-6.5776973633-1.84396303913.176664274612.234171597614.078597869819.959904151526.128103422532.583195682839.325180932546.354059171653.669830461.272494617869.162051824977.338502021386.60-0.0108443068-0.0215859772-0.032123056-0.0423549505-0.0521831111-0.0615117133-0.0702483381-0.0783046536-0.0855970963-0.0920475517-0.0975840359-0.1021413767-0.1056618948-0.1080960847-0.1094032963-0.1095524157-0.1085225465-0.106303691-0.0999289765-0.0983176104-0.0925910136-0.0857580497-0.0778734315-0.069006858-0.0592436946-0.0486856551-0.037451482-0.0256776285-0.013518939100003Wab5.04.53600.31.00.2162.390.2550.010.21634.544.32664615380.209353846200.37909794460.58183620920.61256935380.58995913850.56734892310.54473870770.52212849230.49951827690.47690806150.45429784620.43168763080.40907741540.38646720.36385698460.34124676920.31863655380.29602633850.27341612310.23552307690.22819569230.20558547690.18297526150.16036504620.13775483080.11514461540.09253440.06992418460.04731396920.024703753804.32664615382.69368615381.0607261538-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.2093538462-0.209353846200.00013496080.00026191060.00037639190.00047746550.00056556940.00064120050.00070485610.00075703310.00079822860.00082893970.00084966350.0008608970.00086313730.00085688140.00084262640.00082086940.00079210750.00075683760.00068450090.00066876260.00061695150.00056062080.00050026750.00043638880.00036948160.00030004310.00022857030.00015556020.0000815100004Wab5.032.7603.251.00.3244.150.5920.010.324332.7616.3816.3801.710253443.302933764.778040966.135575047.3755368.497923849.5027385610.3899801611.1596486411.81174412.3462662412.7632153613.0625913613.2443942413.30862413.2552806413.0843641612.7958745612.0487511.86617611.2249670410.466184969.589829768.595901447.48446.255325444.908677763.444456961.86266304016.3815.2913614.2027213.1140812.0254410.93689.848168.759527.670886.582245.49364.404963.316322.227681.139040.0504-1.03824-2.12688-3.21552-5.04-5.3928-6.48144-7.57008-8.65872-9.74736-10.836-11.92464-13.01328-14.10192-15.19056-16.3800.00292847110.00581955910.00863825030.01135211570.01393131120.01634857730.01857923910.02060120680.0223949750.02394362330.02523281590.02625080180.02698841470.02743907310.02759878020.0274661240.02704227720.02633099720.0245130510.02407409130.0225489040.02077716070.01877554280.0165633160.01416233110.01159702350.00889441330.006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at 2 Supports for Total 0.006 kN Factored Load3.13200.000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000031000003.250.0700Left= -0.080, Right= 0.0743.2503.2500.0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000Colour Key:User DataRequiredUnwantedMax ValueMin Value 2001 Dr Shaiq Khan, Techno Consultants Ltd-103.6940.0799794872-0.073979487200.06512752220.25500654060.59164964681.21137663242.1851888893.53074444825.26570134167.40771760079.974451257212.983560342716.452702888820.39953692724.84172048929.796911606335.282768310541.316948633347.917110606355.1009122609-36.0423411982-33.7861892582-27.2328035688-21.3864644713-16.2865379341-11.9153659256-8.2552904142-5.2886533683-2.9977967564-1.3650625467-0.372792707800.07997948721.15333578732.390192384.15342926527.350246442910.710563913214.234381676117.921699731421.772518079425.786836719829.964655652934.305974878438.810794396543.479114207248.310934310453.306254706158.465075394463.787396375269.273217648665.393668836363.53216107357.64288322450.649905667543.820428403637.154451432330.651974753524.312998367218.137522273512.12554647236.27707096360.073979487200.00351102710.00702039380.01052389320.01401382840.01747648390.02089041880.02422601990.02744511330.03050057640.03333594920.03588504670.03807157050.03980872050.04099880660.04153286090.04129024920.04013828280.03793183050.03143140610.0298356490.02538141530.02152719870.01814451270.01512120740.01236115390.00978385640.00732406340.004931380.00256987980000

&LFile:&F Tab:&A&R&DDatastore No for a beam should be in the range 1001 to 1500User value of x should be greater than the adjacent right cell value and less than the next down cell value.

Analysis

BMApproximate Bending Moment Diagram

Store

SFApproximate Shear Force Diagram

UnitsBeamUserBeam Data User can AlterUser Defined Analysis Locations along member span (NB: Generally please alterer via template cells)Load 1 DataLoad 2 DataLoad 3 DataLoad 4 DataLoad 5 DataLoad 6 DataLoad 7 DataLoad 8 DataLoad 9 DataLoad 10 DataLoad 11 DataLoad 12 DataLoad 13 DataLoad 14 DataLoad 15 DataLoad 16 DataLoad 17 DataLoad 18 DataLoad 19 DataLoad 20 DataLoad 21 DataLoad 22 DataLoad 23 DataLoad 24 DataLoad 25 DataLoad 26 DataLoad 27 DataLoad 28 DataCalculated Beam Reactions (Do not Alter)MaximumMinimumAuto AnalysisNoReferenceDescriptionSpanInertiaModulusFactoredSupportsSup x1Sup x2Sup x3x-dist2x-dist3x-dist4x-dist5x-dist6x-dist7x-dist8x-dist9x-dist10x-dist11x-dist12x-dist13x-dist14x-dist15x-dist16x-dist17x-dist18x-dist19x-dist20x-dist21x-dist22x-dist23x-dist24x-dist25x-dist26x-dist27x-dist28x-dist29x-dist30LType1LMag1Dista1Disb1LF1LType2LMag2Dista2Disb2LF2LType3LMag3Dista3Disb3LF3LType4LMag4Dista4Disb4LF4LType5LMag5Dista5Disb5LF5LType6LMag6Dista6Disb6LF6LType7LMag7Dista7Disb7LF7LType8LMag8Dista8Disb8LF8LType9LMag9Dista9Disb9LF9LType10LMag10Dista10Disb10LF10LType11LMag11Dista11Disb11LF11LType12LMag12Dista12Disb12LF12LType13LMag13Dista13Disb13LF13LType14LMag14Dista14Disb14LF14LType15LMag15Dista15Disb15LF15LType16LMag16Dista16Disb16LF16LType17LMag17Dista17Disb17LF17LType18LMag18Dista18Disb18LF18LType19LMag19Dista19Disb19LF19LType20LMag20Dista20Disb20LF20LType21LMag21Dista21Disb21LF21LType22LMag22Dista22Disb22LF22LType23LMag23Dista23Disb23LF23LType24LMag24Dista24Disb24LF24LType25LMag25Dista25Disb25LF25LType26LMag26Dista26Disb26LF26LType27LMag27Dista27Disb27LF27LType28LMag28Dista28Disb28LF28RaR m1R m2R m3RbShearMomentDeflectionShearMomentDeflectionAnalyse Y?Print ?100110021003100410051006100710081009101010111012101310141015101610171018101910201021102210231024102510261027102810291030103110321033103410351036103710381039104010411042104310441045104610471048104910501051105210531054105510561057105810591060106110621063106410651066106710681069107010711072107310741075107610771078107910801081108210831084108510861087108810891090109110921093109410951096109710981099110011011102110311041105110611071108110911101111111211131114111511161117111811191120112111221123112411251126112711281129113011311132113311341135113611371138113911401141114211431144114511461147114811491150115111521153115411551156115711581159116011611162116311641165116611671168116911701171117211731174117511761177117811791180118111821183118411851186118711881189119011911192119311941195119611971198119912001201120212031204120512061207120812091210121112121213121412151216121712181219122012211222122312241225122612271228122912301231123212331234123512361237123812391240124112421243124412451246124712481249125012511252125312541255125612571258125912601261126212631264126512661267126812691270127112721273127412751276127712781279128012811282128312841285128612871288128912901291129212931294129512961297129812991300130138/RC3007Compartment C11 Beam Unit 1A6.704258811820.5100000.08224.11.4424.44.7616.7041.441.90504.7611.6139.51.0621167.734.5041-187.5426083156000-226.7647596844187.54339.8243.01-226.7600130238/RC3007Compartment C11 Beam Unit 2A6.704258811820.510000233.81.422.71.6410.14.7046.7041.6431.96.2046.7041139.51.0021167.74.4441-234.93178179000-266.73277821234.93409.3843.63-266.7300130338/RC3007Compartment C11 Beam Unit 1A6.704258811820.5100002.65229.11.424.61.6232.7142001.91.41337.72.05411232.25.1071-606.0506095465000-558.7325904535606.051030.6169.29-558.7300130438/RC3007Compartment C11 Beam Unit 1A REVISED6.704258811820.5100002.805229.11.424.61.6232.7142001.91.412572.05411176.55.1041-536.8861704057000-491.4970295943536.89896.4048.09-491.500130538/RC3007Beam on Grid Line 1/J-M10200020.5100002.811051-5000-5524.975508.13-5001306130738/RC3007Beam on Grid Line 1/J-M15.2258811820.51205.066666666710.1333333333119.947.21.6191.677.21.429.81.420.91.631001.4430291.6510371.4611261.27-9.83111.28-4541.296339.81.2-93.34265474090-580.9497908321-326.427822534-32.5937318929308.83171.8730.57-233-304.827-0.11yy13081309131013111312131313141315131613171318131913201321132213231324132513261327132813291330133113321333133413351336133713381339134013411342134313441345134613471348134913501351135213531354135513561357135813591360136113621363136413651366136713681369137013711372137313741375137613771378137913801381138213831384138513861387138813891390139113921393139413951396139713981399140038/RC3007Beam on Grid Line 1/J-M2.56540205100001.0241.62.17633011581.024111151.611582.1761-98.16000-162.8498.16108.2884.83-162.84001401140214031404140514061407140814091410141114121413141414151416141714181419142014211422142314241425142614271428142914301431143214331434143514361437143814391440144114421443144414451446144714481449145014511452145314541455145614571458145914601461146214631464146514661467146814691470147114721473147414751476147714781479148014811482148314841485148614871488148914901491149214931494149514961497149814991500BeamAnal20011221 2001 Dr Shaiq Khan, Techno Consultants Ltd

No of Middle SupportsBMApproximate Deflected ShapeNilApplied LoadsFactoredUn-FactoredOneClear LoadsTwoClear User DistancesThreeStore Beam DataGet Beam DataAuto Analyse/Print1=Factored2=Not factoredTo auto analyse and log results to the Store sheet, enter Y in these cells against each beam.To auto analyse and print results to your printer, enter Y in these cells against each beam.Clear Entire DatabaseAuto Analyse/Print

LoadTypesSelect Analysis UnitsSample Conversion Factors for various UnitsUser SelectionSteelwork DesignReinforced Concrete DesignImperial UnitsForce:kNForce:kNForce:kNForce:lbsDistance:mDistance:mDistance:mDistance:ftInertia:cm4Inertia:cm4Inertia:mm4Inertia:in4Modulus:kN/mm2Modulus:kN/mm2Modulus:kN/mm2Modulus:lbs/in2Deflection:mmDeflection:mmDeflection:mmDeflection:inConversion FactorsConsistent Units to Chosen UnitsConversion FactorsConsistent Units to Chosen UnitsConversion FactorsConsistent Units to Chosen UnitsConversion FactorsConsistent Units to Chosen UnitsInertia:Inertia:Inertia:Inertia:m4 to cm41.000000E+08m4 to cm41.000000E+08m4 to mm41.000000E+12ft4 to in42.073600E+04Modulus:Modulus:Modulus:Modulus:kN/m2 to kN/mm21.000000E-06kN/m2 to kN/mm21.000000E-06kN/m2 to kN/mm21.000000E-06lbs/ft2 to lbs/in26.944444E-03Deflection:Deflection:Deflection:Deflection:m to mm1.000000E+03m to mm1.000000E+03m to mm1.000000E+03ft to in1.200000E+01BeamAnal20011221 2001 Dr Shaiq Khan, Techno Consultants Ltd

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FeaturesDescription of Applied LoadsLoadTypeLoadNoData RequiredShapePa1Point Load P at distance aw2Uniformly distributed Load w per unit length on full Member SpanW3Uniformly distributed Total Load W on full member spanwab4Uniformly distributed Patch Load w per unit length from distance a to distance bWab5Uniformly distributed Patch Total Load W from point a to point bVambo6Linearly varying Total Load V with maximum intensity at distance a to zero intensity at distance bVaobm7Linearly varying Total Load V with zero intensity at distance a to maximum intensity at distance bMa8Moment M at distance a, Clockwise PositivePab9Two Point Loads P acting at distance a and bNote:All vertical loads are Downwards PositiveTo apply a Load, first type the load No and then its required valuesBeamAnal20011221 2001 Dr Shaiq Khan, Techno Consultants Ltd

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NotesFeatures of BeamAnalbyDr Shaiq U.R. KhanBEng (Civil), MEng, PhD, PE, CEng, FIStructE21 December 2001Techno Consultants Ltd, 117 Portland Street, Manchester M1 6ED, EBeamAnal001112-.XLT is a spreadsheet template for calculating Shear, Bending Moment and Deflection along member lengths acting as beams and subjected to vertical loads and moments. Information for up to 500 beams can be stored, retrieved, amended and used for manual or auto analysis as and when required.FeaturesPlots of Shear Force, Bending Moment & Deflection are shown in 3 separate diagrams. Moving the mouse pointer over these diagrams displays the exact magnitudes of Shear, Bending Moment and Deflection at any desired point on the span.A beam length can have up to 3 middle supports at a Mouse Click. This makes it a Single, Two, Three or Four Span continuous beam for analysis. Position of each support can be set to any required value within the member length.Nine types of loads are permitted on the span. They are: Point Load; Full Span UDL per-unit length; Full Span UDL Total; Patch UDL per unit length; Patch UDL Total; Left Triangular Patch Total; Right Triangular Patch Total; Moment; Twin Point Load.Each applied load can have its individual Load Factor. A mouse click allows the analysis results to become factored or un-factored.Any unit of Force, Length, Inertia, Modulus and Deflection can be selected for analysis.Decimal Places for Analysis Locations, Shear Force, Bending Moment and Deflection values can be set to any desired accuracy.Data Store facility keeps information for up to 500 beams in a worksheet STORE. By using a reference number in the range 1001 to 1500, each beam details can be retrieved, changed and used for analysis with ease at a later date.Worksheet STORE includes two columns for Auto Analysis selection. One column allows selection for analysis and the other selection for printing. All or selected beams can therefore be analysed and or their results printed by a mouse click based on the selection so made.The worksheet STORE also keeps maximum and minimum values of deflection, shear and moment for each beam analysis. After Auto Analysis, this information can be used for design purposes.The worksheet STORE is a visible Database of up to 500 beams. This data can be examined and changed using usual Excel features.The template has virtually no user interface. Printed Output matches the Screen display. Knowing the use of Excel 97 and being able to understand the output is sufficient for its use.Shaded cells in the input and the corresponding output mean "User Input" and unshaded cells "Spreadsheet Results". For further details refer to the spreadsheet Notes.Green, Yellow and Red colouring of cells guides the user through the data input process.The analysis results are produced at 30 equi-distant points along the member length. If required, the user can set each point to any exact position.BeamAnal20011221 2001 Dr Shaiq Khan, Techno Consultants Ltd

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TermsUser Notes for Finding Shear, Bending Moment & Deflection Along Beam Lengths Having up to 4 Spans BeamAnalbyDr Shaiq U.R. KhanBEng (Civil), MEng, PhD, PE, CEng, FIStructE21 December 2001Techno Consultants Ltd, 117 Portland Street, Manchester M1 6ED, EnglandIntroductionThe "BeamAnal" calculates Shear Force, Bending Moment and Deflection at 31 positions along the member length. Member Lengths can be a single span simply supported or a 2, 3 or 4 span continuous over middle supports. The analysis results are produced in a tabular form and are also plotted in 3 graphs for rapid comprehension.Loading the Template on to your ComputerBeamAnal is supplied as an Excel 97 Template, having .XLT as its filename extension.To load BeamAnal on to your computer, copy this file into Microsoft Office folder for its Templates. Generally the path to this folder in Excel 97 is:C:\Program Files\Microsoft Office\TemplatesIf you are using Excel 2000, the path to this folder is:C:\Windows\Application Data\Microsoft\TemplatesTo load and use the Template in Excel 97 or Excel 2000, choose:File, New and the select the file BeamAnal20011221-If you receive an Excel Warning about running Macros and are prompted for whether to load them, answer YES to Load and Enable Macros. BeamAnal incorporates VB Macros and to allow your computer to use them is vital for its operation.Using BeamAnalAfter describing Job Information in the heading part, describe data in 4 parts. Shaded cells in each part indicate locations for the user input. In part 1, describe member properties. In part 2, define loads by giving their magnitude, position and load factors. In part 3, describe the number and position of middle supports. In part 4, choose whether the results are to be factored or un-factored.Method of AnalysisThe program uses usual equations for Shear Force, Bending Moment and Deflection equations along the member span. When middle supports are specified, simultaneous equations are set up and solved to calculate the middle support reactions.OriginThe origin or reference point for defining position of loads and locations for analysis is the left supports. This is so even when there are middle supports to make the member length a continuous beam of more than one span.UnitsThe program internally works in consistent Force and Length Units. To help comprehend results, use of mixed units is allowed. Inertia and elastic modulus of the member section can therefore be defined in any units. Similarly, any desired units can be set deflection values.To specify units, go to the Units sheet and describe your own units of Force, Distance, Inertia, Modulus and Deflection. You need to calculate and specify conversion factors from consistent units to your chosen mixed units. Sample values are given for your guidance in this sheet.The units cannot however be mixed in one project file. Chosen units apply to all beams in the file. This means that if units are changed in the middle of building up a data file, beam properties for all beams need to be re-defined to match the chosen units.Middle SupportsEach beam can have up to 3 middle supports. User has to click the appropriate button at the bottom right of the sheet. Specifying 1, 2 or 3 middle supports signify 2, 3 or 4 span continuous beams respectively.After specifying 2, 3 or 4 mid supports, the position of each support can be changed to any exact value by typing it in the cell for Distance a.Initially, the Template positions the mid supports by dividing the span into equal distances. User can change these positions to any desired value.Load FactorsApplied loads can be Factored or Un-factored. Factored means multiplying each load with its corresponding factor in the Load Factor column. Un-factored means multiplying each load with a factor of Unity.Applied Loads:Up to 28 loads can be applied on the member length. Each load can have an independent Load Factor for multiplication in the Factored Load Analysis. Nine type of loads can be applied. These loads are shown in the LoadType worksheet.Support ReactionsThe support reactions are printed at bottom right of the Analysis sheet. Negative sign signifies that the support reaction is acting upwards.Decimal PlacesAt top right of the Analysis Sheet, the number of decimal places can be defined for Distance along the member length, Shear Force, Bending Moment and Deflection. The number of decimal places can be any value so long as the results fit within the column width.Database of Member Details and LoadsIn each BeamAnal file Member Details and Loads are stored for 500 members. Each members is referenced by a number in the range 1001 to 1500. All information is kept in worksheet STORE and is available to the user for use in the design processes.A casual Excel user generally does not need to tweak or amend the STORE worksheet. At the risk of upsetting this information, however, one can benefit by generating and using this information by Copy, Paste and Fill-Down commands of Excel. It is strongly recommended that Cut Command of Excel is not used on this worksheet; use of this command affects the worksheet layout and can disrupt the working of RectCol.An experienced Excel User can employ various Excel features to tweak or manage this information. For example, reactions of all beams can be assembled for the analysis and design of column supports, span lengths and loads can be generated via Copy Paste and Fill Down features, etc.Member data stored is Span Length, Inertia, Modulus, Member Reference, Member Description, number and position of supports, Loading Details and user locations along member lengths for analysis."Store Beam Data" command button saves the current beam data. "Get Beam Data" button retrieves the previously saved information. In order to save and retrieve member information, the Template uses a Datastore Number. This number for 500 beams (in the range from 1001 to 1500) must be specified to store or retrieve beam data.PLEASE NOTE that storing beam data does not save the Excel File. To ensure saving data to your hard disk, you must use Excel File, Save Pull Down Menu Option in the usual Windows procedure.Auto Analysis of MembersA facility is provided in BeamAnal to analyse and or print all beams by a single click of Auto Analyse/Print Button.To use this facility, two columns coloured in yellow to the right of the Store worksheet are provided. One column is headed Analyse Y? and the other as Print ?. The Auto Analyse/Print Button is located at the top of these two columns in the Store Worksheet.Entering Y in the Analyse Y in these columns, signifies that the beam in its row need to be analysed and or printed. Leaving the cells blank signifies that respective beams are not be analysed.This facility is useful when all or a selected few members are to be analysed and or printed after updating details and loading of beams in the STORE worksheet.Reading Analysis Results from GraphsPlots of Shear Force, Bending Moment and Deflection are shown in 3 separate diagrams. Moving the mouse pointer over these diagrams displays the exact magnitudes of Shear, Bending Moment and Deflection at any desired point on the span.To ensure that this feature is enabled in Excel 97, go to Tools, Options, Chart and click Chart Tips and Show Values.BeamAnal20011221 2001 Dr Shaiq Khan, Techno Consultants Ltd

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RevTerms & Conditions of BeamAnal UseDisclaimerNo Liability is accepted by Techno Consultants or its software authors for any direct, indirect, consequential or incidental loss or damage arising out of the software use or any mistakes and negligence in developing this software. The organisation or person using the software bears all risks and responsibility for the quality and performance of the software.Your UsageThe software is intended to help you save time and effort in calculations. Please check and validate all results carefully. You are responsible and liable for all consequences of its use.Software Distribution PolicyThis product is being distributed as a part of our policy to pool, share and grow technical expertise with fellow engineers. In the past we did so by using personal and direct business contacts. Availability of the Internet, now makes it possible to pool and share expertise with engineers all over the world.You can freely use this product for your personal or business design work. This product, however, remains our copyright. You may also reproduce and distribute it provided that each copy shall be a true and complete copy, including all copyright and trademark notices, and that such distribution shall not be for commercial purposes.Funding and Formal RegistrationWe welcome funds to help our Research and Development work. You are welcome to make contributions at your discretion.As a guide towards making a minimum payment, you can register your use of this software. Doing so shall enable you to become a formal member of our user team. Your details will be used for sharing information on future software developments via email.The formal registration fee for each product is 15.00 for individuals and 45.00 for companies. Add 17.5 percent VAT for registrations based in the UK and EC member states. Please send cheques payable to:Techno Consultants Ltd 117 Portland Street Manchester M1 6ED, England.With your payment please ensure to send us your full details i.e. Name, Company, Postal Address, Telephone, Fax & Email Address. Acknowledgement will be sent via Email.Technical Support and Contacting UsWe welcome and value all comments and suggestions via email. However, we do not provide formal technical support. As and when possible, your comments will be used to improve our software in the future. Your feedback is very important to us.You can download software and obtain the latest information from our web site. The web and email address is: http:\\www.technouk.com Email: shaiq@technouk.comAs a back up, you can also use the following web and email addresses: http:\\www.structures.freeserve.co.uk Email:shaiq@structures.freeserve.co.ukBeamAnal20011221 2001 Dr Shaiq Khan, Techno Consultants Ltd

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Revision History of BeamAnalV9911301st Issue: 11 November 1999V9912292nd Issue: 12 December 1999. Mid support reaction values error fixed.V0011123rd Issue: 12 November 2000. Beam database made visible to user. Occasional error in storing/retreiving loading data fixed.V200112214th Issue: 21 December 2001. Error in reporting of units for Reactions, when not in kN units, fixed.BeamAnal20011221 2001 Dr Shaiq Khan, Techno Consultants Ltd

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