Post-tensioned Analysis & Design to Bs 81101997 - General Data
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Project Spreadsheets to BS 8110 REINFORCED CONCRETE COUNCIL Client Advisory Group Made by Date Page ocation evel! " Bea# on Grid$ %M& 1'"(ul"!01) ** P+S,",-.S/+.-D A.A S/S D-S/G. to BS 81102133$ Chec4ed %evision (ob .o chg " %*8 P+S,",-.S/+.-D A.A S/S D-S/G. to BS 81102133$ " G-.-%A DA,A +AD C+MB/.A,/+.S .+,-S SS 1 /nitial prestress 5 +& 5 construction load on all spans /.P6, /S 6.D-%/.-D7 /./,/A SS ! /nitial prestress 5 +& 5 construction load on odd spans SS /nitial prestress 5 +& 5 construction load on even spans SS ' 9inal prestress 5 dead 5 i#posed load on all spans 9/.A SS ) 9inal prestress 5 dead 5 i#posed load on odd spans SS * 9inal prestress 5 dead 5 i#posed load on even spans 6S 1 9inal prestress 5 :actored dead and i#posed load on all spans 6,/MA,- 6S ! 9inal prestress 5 :actored dead 5 :actored i#posed load on odd spans 6S 9inal prestress 5 :actored dead 5 :actored i#posed load on even spans D-9-C,/+. SS $ -rr2)0' +AD 9AC,+%S #in #a; </B%A,/+. D-AD 1 17' i#iting reponse :actor = 8 /MP+S-D 0 17* +P,/+.S Stressing -nds B >? %? B@ Prestress syste# 6 >6? B@ Assu#e !0 #a; redistribution (ac4ing 9 strength 07$ BS 8110 Class >Clause '717 @ 7 Slab or bea# B >B or S@#iting crac4 idth 07! ## 7 /n slabs? no#inal top bonded r :or dissi#ilar spans@ Slab typ S >&@aFe? supported by bea# ) MA,-%/AS C+.C%-,- :cu = '0 -c!8 = !8 1 7!0 )700 un#odi ed At days '780 :ci = !)70' -ci= !17$! 1070! 7!0 un#odi ed Ce#ent content 0 C ratio 07)) +PC or %HPC +PC 7 Ave a#bient during curing = 1)IC ongter# % H )0 17)0 S,%A.D :pu = 18*0 100 J = 071'0 K = 070010 -p = 13) %el = ! ra in= * Depth to strand centre = '0 %-BA% :y = '*0 C+<-%S ,op Botto# Sides 170) to lin4s !) !) !) +AD/.G S-L6-.C- Per#anent loads :or assess#ent 0 o: /#posed is per#anent oad N Age :cut -t -c 4. #O days . ##O 4. ##O Creep 4. ##O + n eight 1 781 '780 !)70' !17$! 7*' '7*8 Applied dead '!700 *0 ' 7)0 !37'$ !71' 37 3 Luasi"Per#anent /#posed 37*0 " = " C+MB/.-D *)7'1 " " !*7$* !7') $7$) .+,-S on MA,-%/AS B%/,/SH +& %-A A,/+. S,%A.D ,ype Dia Area Brea4ing &eight %-A A,/+. at 07$:pu Standard 1)7! 1 3 1*$0 17030 A#bient IC !0 '0 *0 80 100 1!7) 3 1$$0 07$ 0 %ela;ation 178 7) )71 $7) 107$ Super 1)7$ 1)0 1$$0 17180 1!73 100 18*0 07$8) Co#pact 1)7! 1*) 18!0 17!3) 1!7$ 11! 18*0 07830 +riginated :ro# RCC42.xls on CD Q 1333 %CC 9%AM-S A%- ASS6M-D ,+ B- B%AC-D Da#ping? ζ >! to 8 @ σc = σt = σic = σit = γ # = p? ##O = γ # =
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POST TENSIONED
Transcript of Post-tensioned Analysis & Design to Bs 81101997 - General Data
POST-TENSIONED BEAMS
MATDATAOPERATING INSTRUCTIONSAssumeFinal prestress + dead +ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.BS 8110 Table 4.2ClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.303.803.2048LocationLevel 2 - Beam on Grid 7RMW36490.06640550POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997CheckedRevisionJob No505.800Originated from RCC42.xls on CD 1999 RCCchg-R681.2711.2671.2581.2491.2451.2351.2251.2101.1951.1851.1701.1601.1451.1101.0751.0401.0151.0000.9700.965Maturity Curve345678910111213141516171819202122POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997 - GENERAL DATA00.811.522.53456789101316202428601000.80.20.50.50.50.511111113344432400LOAD COMBINATIONSNOTES3002.64.57.910.312.213.716.21819.520.621.722.623.225.226.527.928.9303335SLS 1Initial prestress + OW + construction load on all spansINPUT IS UNDERLINED.4005.27.812.215.518.120.123.225.527.32930.431.332.234.536.137.838.94043.545.5INITIALSLS 2Initial prestress + OW + construction load on odd spansFRAMES ARE ASSUMED TO BE BRACED50011.412.718.122.225.127.331.133.735.837.839.240.341.343.945.547.548.8505456SLS 3Initial prestress + OW + construction load on even spans60013.715.221.726.630.132.837.340.44345.44748.449.652.754.65758.66064.867.2SLS 4Final prestress + dead + imposed load on all spans4005.27.812.215.518.120.123.225.527.32930.431.332.234.536.137.838.94043.545.5FINALSLS 5Final prestress + dead + imposed load on odd spans50011.412.718.122.225.127.331.133.735.837.839.240.341.343.945.547.548.8505456SLS 6Final prestress + dead + imposed load on even spans4005.27.812.215.518.120.123.225.527.32930.431.332.234.536.137.838.94043.545.5ULS 1Final prestress + factored dead and imposed load on all spansULTIMATEULS 2Final prestress + factored dead + factored imposed load on odd spansLongtermfcu infEt infULS 3Final prestress + factored dead + factored imposed load on even spans45.530.31DEFLECTIONSLS 7Final prestress + dead + 30% imposed load on odd spansEARLY STRENGTHLATE STRENGTHLOAD FACTORSminmaxVIBRATION140.85.840600100DEAD11.4Limiting reponse factor =84023.225.52.325.044043.545.5243.50IMPOSED01.6Kc = Relative Humidity factorOPTIONSStressing EndsB(L, R, B)Prestress systemU(U, B)Assume 20% max redistribution3035404550556065707580859095100Jacking F/strength0.7BS 8110 Class3(Clause 4.1.3).3.23.133.052.952.852.772.652.52.32.131.91.71.51.251Slab or beamB(B or S)Limiting crack width0.2mm.50552.852.770.0802.850In slabs, nominal top bonded reinforcement in span?Y(Y or N; use Y for dissimilar spans)Slab typeS(S)olid, (R)ibbed or (W)affle, supported by beamDamping, z (2% to 8%)5%Kd = Ambient factor30902104208402700540010800MATERIALSCONCRETEfcu =40Ec28 =28sc =13.20st =5.00unmodified60120210420186027005400At days4.80fci =25.04Eci =21.72sic =10.02sit =3.20unmodified1.81.61.41.210.750.650.5Cement content330W/C ratio0.55OPC or RHPC ?OPC.1201201.61.40.2301.550Ave ambient during curing =15CLongterm R/H %50gm =1.501500186010.750.256600.9111.000STRANDfpu =1860Ap, mm =100 =0.140K =0.0010Kb = Cement Content & W/C Ratio factorEp =195Rel % =2Draw in=6Depth to strand centre =400.40.50.60.70.82000.50.81.021.28REBARfy =460COVERSTopBottomSides3000.70.91.171.481.82gm =1.05to links2525254000.831.171.632.12.555000.971.4522.553.10.5LOADING SEQUENCEPermanent loads for assessment30%of Imposed is permanent3000.70.91.171.481.820.981Load@ AgefcutEtEc4000.831.171.632.12.551.308kN/mdaysN/mmkN/mmCreepkN/mm0.7390.9811.3081.6662.0390.3271.145Own weight13.814.8025.0421.723.644.68Applied dead42.006043.5029.472.149.39Ke = Effective Thickness factor406.5406.50.0Quasi-Permanent Imposed9.60- = -050100150200250300350400450500COMBINED65.41--26.762.457.75101.210.940.850.7950.750.7330.720.7090.7Span 14004500.720.7090.0116.50.719NOTES on MATERIALSSpan 24004500.720.7090.0116.50.719Span 3000000.00.000BRITISH LOW RELAXATION STRANDTypeDiaAreaBreakingWeightRELAXATION at 0.7fpuec = Free Shrinkage StrainStandard15.213916701.090Ambient C2040608010040455055606570758085909510012.59317700.730Relaxation1.83.55.17.510.742040538036033030527524320516211558.50Super15.715017701.180505538036020038012.910018600.785Compact15.216518201.295Ke factor for Shrinkage12.711218600.890050100150200250300350400450500101.31.050.9070.80.710.650.5870.550.5130.5Span 14004500.550.5130.0376.50.548Span 24004500.550.5130.0376.50.548Span 3000000.00.000Ultimate Shrinkage Strain - BendingKt00.10.20.30.40.50.60.70.80.910.9314285714%0.260.260.260.260.260.260.260.260.260.260.26Kp0.94180.94180.94180.94180.94180.94180.94180.94180.94180.94180.9418ecs208.9208.9208.9208.9208.9208.9208.9208.9208.9208.9208.9microstrainm23.3038869824Ec 28282.3461991565Ec8.3677027848Ks =23.75Ultimate Shrinkage Strain - PrestressSpan 1Span 2Span 3%0.30.30.3Kp0.93350.93350.9335ecs207.1207.10.0
Print SheetPrint ALL Output
SUMMARYOPERATING INSTRUCTIONSbf MAX =ActualProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILENTER DATA IN BLUE CELLS ONLY.3SupportsClientAdvisory GroupMade byDatePageRED MESSAGES INDICATE ENTRY ERRORS.LocationLevel 2 - Beam on Grid 7RMW36490.067POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997CheckedRevisionJob NoOriginated from RCC42.xls on CD 1999 RCCchg-R68SUMMARY I : Dimensions and LoadsNORMAL DIRECTIONBays & bay widths used for vibration calcsSPANSL mH mmbw mmhf mmSectionbf mmNo BaysBAY WIDTH mSection (type) = T, L or R(ectangular)TABLE 4.2SPAN 112.0005251800200T300056.000bf MAX = 34800.9375SPAN 212.5005251800200T300056.000bf MAX = 35500.9375SPAN 3bf MAX = 01.1SUPPORTSABOVE mH mmB mmEnd CondBELOW mH mmB mmEnd CondCan be K(nife edge support) in column DSUPPORT 14.000300600FH is column depth in direction of spanEnd1SUPPORT 24.000300600FInt1SUPPORT 3KEnd1SUPPORT 400CONFIGURATIONBEAM supporting Solid Slab to BS8110 Class 3 (0.2 mm crack width), fcu = 40, Stressed from Both Ends000000LOADINGUDLs~kN/m (char), PLs~kN (char), Position~mAppliedImposedPositionLoadedAppliedImposedPositionLoadedOW includes all dead load at transferSPAN 1OWDeadLoadfrom leftLengthSPAN 3OWDeadLoadfrom leftLengthUDL13.8142.0032.00~~~~~~~~~~UDL~~~~~~~~~~PL 1~~~~~PL 1~~~~~Btm cover < min in SpanPL 2~~~~~PL 2~~~~~00Part UDLPart UDL00Construction~~~~~~~~~~18.00~~~~~~~~~~C'strction~~~~~~~~~~~~~~~~~~00SPAN 20UDL13.8142.0032.00~~~~~~~~~~Top cover < min at SuptPL 1~~~~~00PL 2~~~~~GLOBAL STATUS00Part UDLVALID DESIGN00Construction~~~~~~~~~~18.00~~~~~~~~~~00100.90447243032TENDON PROFILE (heights to strand centre: see heights specified under TENDONS below)Tendon above n/a at Supt0.79789181783See Gra! Lines 43, 75 & 113EQUIVALENT LOADS in serviceSee Gra! Lines 44, 77 & 115ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocationLevel 2 - Beam on Grid 7RMW36490.068POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997CheckedRevisionJob NoOriginated from RCC42.xls on CD 1999 RCCchg-R68SUMMARY ii: Tendons & bonded reinforcement(a) TENDONSPj =130 kNPf/Pi =90.0%Pf/Pj =80.0%0 kNActual Pf/Pi = 90.5% minNo of STRANDSSupt 1Span 1Supt 2Span 2Supt 3Span 3Supt 4Actual Pf/Pj = 79.8% minRecommended23232325252500011Use24242424242400000Recommend'd height295404854029500Heights: bottom of section to strand centre13Height mm30040480480403003000000Length Straight mm1501501500002x to max Sag mm531170060Pi kN276527592757275727592765000Balance Load kN278.0371.3354.2261.20.00.0Pf kN250124962493249324962501000Balance Load kN251.5335.8320.4236.20.00.0Values > 100% are failuresCHECKS'EFFICIENCY'CHECKSTendons (a)OK for (a) see Details!A270:S278Tendons (a)00Stresses at transfer (b)OK for (b) see lines 128 etcStresses at transfer (b)00Stresses in service (c)OK for (c) see line 150 etcStresses in service (c)00Span 1Span 2Span 3ULS MOR (d)OK for (d) see lines 104 etc.ULS MOR (d)00000Shear (e)OKHogging (d)00000Vibration (f)OK for (e) see Line 181 etcShear (e)00Deflection (g)OK for (f) see Line 159Vibration (f)00000Neutral axis depthOK for (g) see Line 145Deflection (g)00Rebar stressOK for n. a. depth see DETAILS line 595Neutral axis depth0 for rebar stress see DETAILS!Line 596Rebar stress00GLOBAL STATUSVALID DESIGN0REINFORCEMENTInput bonded rebar arrangement (Support bars cutailed at 0.3L)Supt 1Span 1Supt 2Span 2Supt 3Span 3Supt 4EFFICIENCYMain bar 162020122020160g0.316No20202020202020f0.087%0.426%0.665%0.665%0.239%0.665%0.000%0.000%e0.360Link =10d0.977No of legs888888888c(T)0.952c(C)0.796(d) ULS MOMENTSWith bonded reinforcementb(T)0.906Supt 1Span 1Supt 2Span 2Supt 3Span 3Supt 4See Gra!lines 197,198, 213, etcb(C)0.742Mu42.71522.11531.71502.21765.211.50.00.00.0a0.901MOR1362.92495.42252.72252.71815.11681.30.00.00.0ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocationLevel 2 - Beam on Grid 7RMW36490.069POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997CheckedRevisionJob NoOriginated from RCC42.xls on CD 1999 RCCchg-R68SUMMARY iii STRESSES(b) STRESSES at TRANSFERSupt 1Span 1Supt 2Span 2Supt 3Span 3Supt 4Tendon height286.841.8462.3462.441.9285.20.00.00.0Pi2764.92759.12756.62756.62759.22764.90.00.00.0HIGHLIGHTED CELLS10.1200Max Compression3.137.496.276.087.512.920.000.000.00EXCEED PERMITTED VALUES-3.0300Max Tension0.00-1.69-2.75-2.50-1.700.000.000.000.000Red squares- tensionBlue circles - compressionSolid markers- bottomHollow markers - topDotted lines- permissible(c) STRESSES in SERVICESupt 1Span 1Supt 2Span 2Supt 3Span 3Supt 4Tendon height286.840.5462.3462.440.7285.20.00.00.0HIGHLIGHTED CELLSPf2501.12495.92493.32493.32496.12501.10.00.00.0EXCEED PERMITTED VALUES13.3300Max Compression3.535.5610.4910.616.814.060.000.000.00-4.7300Max Tension0.00-2.33-4.41-4.51-3.95-0.400.000.000.000Red - tensionBlue - compressionSolid - actualDotted - permissibleProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocationLevel 2 - Beam on Grid 7RMW36490.070POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997CheckedRevisionJob NoOriginated from RCC42.xls on CD 1999 RCCchg-R68SUMMARY iv(e) SHEARLink =10Span 1Span 2Span 3See DETAILS!Line 601 etcLeftRightLeftRightLeftRightV636.0882.1919.3677.90.00.0cracked?NYYNNNVc1396.8736.8757.31396.80.00.0No of legs888888Link spacing37537537537500(f) VIBRATIONSpan 1Span 2Span 3Response factor0.620.700.00OKOKOKSee DETAILS!Line 634(g) DEFLECTIONSpan 1 =Span 2 =Span 3 =9.6015.800.0048500RightLoadings00Elastic VSLS 348.4048.4048.4100117.313.810.000.000.00SLS 5430.10430.10430.1100623.687.810.000.000.00X barSLS 30.0000.0000.0000.0003.50612SLS 50.0000.0000.0000.0004.898MAXSpan MSLS 36.5-6.5-6.5-6.5-6.578.4419.778.4SLS 5151.3-151.3-151.3-151.3-151.3902.01312.4902.0at4.898SPAN 200Elastic VSLS 2117.60117.60117.610055.013.810.000.000.00SLS 6659.60659.60659.6100437.987.810.000.000.00X barSLS 20.00000.00008.51812.5SLS 60.00000.00007.512MAXSpan MSLS 2391.3-391.3-391.3-391.3-391.3109.50.0109.5SLS 61385.7-1385.7-1385.7-1385.7-1385.71092.10.01092.1at7.512SPAN 300Elastic VSLS 30.01000.01000.01000.00.000.000.000.00SLS 50.01000.01000.01000.00.000.000.000.00X barSLS 30.00000.00000.0000SLS 50.00000.00000.000MAX93.54Span MSLS 30.00.00.00.00.00.00.00.0SLS 50.00.00.00.00.00.00.00.0at0.000TENDONS (a)Breaking load =186.0Assume104.2kN max per strandSupt 1Span 1Supt 2Span 2Supt 300Pfmin01390.72295.22532.71959.6-5314.00.00.002532.7min0CHECKSPfmax10274.32727.95106.25016.92811.710219.20.00.00.02727.9max00MIN2295.22532.70.000MAX2727.9OK2811.7OK0.0OK104.2Pf per strand00Recomm'ed Number232510.22500Actual Number24240Max(MIN):Min(MAX) =0.900751761900Recomm'ed heights40400Margin (Min:Max)< 10%ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocationLevel 2 - Beam on Grid 7RMW36490.076POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997CheckedRevisionJob NoOriginated from RCC42.xls on CD 1999 RCCchg-R68DETAILED CALCULATIONS vPROFILINGSpan 1Span 20top I-3.53908577480.6527960809-2.8862896939-3.20a105011000btm I9.8731237278-0.83995195259.033171775310.02X-0.69230769230.40909090910top f-3.201126387.51425330684.313126926813.20Y-1.758382643-1.84615384620btm f8.9303054034-9.6685809261-0.7382755227-5.00Z0.91025641030.89878542510b516168560btm I-3.12799357314.19457015761.0665765845-3.20c105012500top I6.5651569694-3.25994713373.305209835710.02net L11700123500btm f-2.829290777414.853189789412.02389901213.20y12604400top f5.9382276952-11.5436413414-5.6054136462-5.00y34402600A1-0.0000479832-0.00005834430A20.00001225690.000011150202630.2734459215A3-0.0000640798-0.00003785840y a207.1369.40.02spansy c369.4200.80.0STRESSING LENGTHS24strands maxStressed from BOTH ends24strands minPRESTRESS LOSSESPj =130 kNAp =100Lt max =24650SPANNoLengthAVGEBSupt 1Span 1Supt 2Span 2Supt 3001242465024650123FRICTION & WOBBLE024650span 124240240throughoutAngle q0.1010.1350.1280.0950.0000.00001230024024add to 1x left0516111700117001855624050240502405024050224246502465000024add to 20685612350123501235012350012650span 2240240add to 3000012650240x right2405018889123501235054940000302465000002405018889123501235054940012650span 30011700653900000Cum q left00.2020.4710.4710.7270.9170.9170.9170.917000.0000.2570.4460.4460.4460.4460.0000.0000.000Cum q right0.9170.7150.4460.4460.1890.0000.0000.00000.9170.7150.4460.4460.18900.4710.2690from left0.0102.6233.3233.3354.4441.7441.7441.7441.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Sum0.0102.6233.3233.3354.4441.7441.7441.7441.7from right441.7350.6225.2225.298.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Sum441.7350.6225.2225.298.40.00.00.00.0Deanna Troi's TableLoss220.8226.6229.2229.2226.4220.80.00.00.0for Bonded TendonsDRAW-INZPix left3005461120001230019156246502465024650246500.000812227111.11 Left3007156126501265012650126500.000000.02 Left0000.000000.03 Leftx right24350191891265012350549400000.000000.01 Right24350191891265012350549400.000712522111.52 Right1200068393000.000000.03 RightPx left (B)2671.12768.02890.92665.52665.52665.52665.52665.52665.5Px right (B)2676.32676.32676.32897.52774.72676.30.00.00.0Loss113.9113.9113.9113.9113.9113.90.00.00.0ELASTIC LOSSLoss25.125.125.125.125.125.10.00.00.0S losses359.9365.6368.2368.2365.4359.90.00.00.0Initial Force Pi27652759275727572759276500088.2%RELAXATIONLoss55.355.255.155.155.255.30.00.00.0SHRINKAGE90.4%Loss96.996.996.996.996.996.90.00.00.0CREEPLoss111.6111.4111.3111.3111.4111.60.00.00.0S losses263.8263.5263.3263.3263.5263.80.00.00.0AVE PRESTRESSFinal Force Pf25012496249324932496250100079.8%0.84ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocationLevel 2 - Beam on Grid 7RMW36490.077POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997CheckedRevisionJob NoOriginated from RCC42.xls on CD 1999 RCCchg-R68DETAILED CALCULATIONS viBALANCE LOADSSupt 1Span 1Supt 2Span 2Supt 300LeftRightLeftRightLeftRightLeftRightLeftRighty12602604404404404402602600000a105010501050105011001100125012500000b516151616539653968566856549454940000INITIAL PRESTRESSV1 = -We278.03371.30354.19261.160.000.00UDL264.8-67.6-67.6353.6322.0-61.561.5208.90.00.00.00.0FINAL PRESTRESSV1 = -We251.48335.84320.36236.230.000.00UDL239.5-61.2-61.2319.9291.2-55.755.7189.00.00.00.00.0BALANCE LOAD FEM'sSpan 1Span 20LeftRightLeftRightLeftRightCENTRE LEFTa/L0.3430.4600.000b/L0.2710.3300.100factor0.1320.0550.1300.0730.0810.009FEM i-441.9-185.0-576.9-324.10.00.0FEM f-399.7-167.3-521.8-293.20.00.0CENTRE RIGHTa/L0.4570.3400.800b/L0.6710.7300.500factor0.0730.1300.0550.1320.0980.098FEM i-324.3-581.2-179.5-432.30.00.0FEM f-293.3-525.7-162.3-391.00.00.0LEFT ENDa/L0.0880.0880.000b/L0.0560.0560.000factor0.0490.0040.0490.0030.0000.000FEM i163.311.7215.715.50.00.0FEM f147.710.6195.114.00.00.0RIGHT ENDa/L0.0880.1000.000b/L0.9440.9500.000factor0.0040.0490.0030.0440.0000.000FEM i15.7218.010.1142.30.00.0FEM f14.2197.29.1128.70.00.0TOTALSFEM i-587.3-536.5-530.6-598.60.00.0FEM f-531.2-485.2-479.9-541.40.00.0BALANCE LOAD MOMENT DISTRIBUTIONHiColSUPT 1LoColHiColSUPT 2LoColHiColSUPT 3LoColHiColSUPT 4LoColINITIAL587.3-536.5530.6-598.60.00.00.0-512.0-75.20.02.82.70.40.0598.60.00.00.00.00.01.4-256.0299.31.30.00.00.0-1.2-0.20.0-20.5-19.7-3.00.0-1.30.00.00.00.00.0-10.3-0.6-0.7-9.90.00.00.09.01.30.00.60.60.10.09.90.00.00.00.00.00.34.54.90.30.00.00.0-0.3-0.00.0-4.5-4.3-0.70.0-0.30.00.00.00.00.0-2.2-0.1-0.1-2.10.00.00.01.90.30.00.10.10.00.02.10.00.00.00.00.00.11.01.10.10.00.00.0-0.1-0.00.0-1.0-0.9-0.10.0-0.10.00.00.00.00.0-0.5-0.0-0.0-0.50.00.00.00.40.10.00.00.00.00.00.50.00.00.00.00.0S0.073.8-73.80.0-810.2813.5-3.30.00.00.00.00.00.00.02nd'y M0.061.1-61.10.0-300.9304.20.00.012.70.00.00.00.00.0FINAL531.2-485.2479.9-541.40.00.00.0-463.1-68.10.02.52.40.40.0541.40.00.00.00.00.01.3-231.6270.71.20.00.00.0-1.1-0.20.0-18.6-17.8-2.70.0-1.20.00.00.00.00.0-9.3-0.5-0.6-8.90.00.00.08.11.20.00.50.50.10.08.90.00.00.00.00.00.34.14.50.30.00.00.0-0.2-0.00.0-4.0-3.9-0.60.0-0.30.00.00.00.00.0-2.0-0.1-0.1-1.90.00.00.01.80.30.00.10.10.00.01.90.00.00.00.00.00.10.91.00.10.00.00.0-0.1-0.00.0-0.9-0.8-0.10.0-0.10.00.00.00.00.0-0.4-0.0-0.0-0.40.00.00.00.40.10.00.00.00.00.00.40.00.00.00.00.0S0.066.8-66.80.0-732.9735.8-3.00.00.00.00.00.00.00.02nd'ry M0.055.3-55.30.0-272.2275.10.00.011.50.00.00.00.00.0ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocationLevel 2 - Beam on Grid 7RMW36490.078POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997CheckedRevisionJob NoOriginated from RCC42.xls on CD 1999 RCCchg-R68DETAILED CALCULATIONS viiSUPPORT MOMENTSWITH EQUIVALENT LOADINGSUPT 1SUPT 2SUPT 3SUPT 4LEFTRIGHTLEFTRIGHTSLS 1-27.7-227.5-224.30.00.00.0SLS 2-14.2-394.2-422.20.00.00.0SLS 3-67.3-390.5-359.90.00.00.0SLS 460.5875.9890.80.00.00.0SLS 584.5579.5539.00.00.00.0SLS 6-9.9586.0649.80.00.00.0SLS 735.2376.6403.60.00.00.0ULS 1127.31183.91180.90.00.00.0ULS 2127.31124.51010.40.00.00.0ULS 3-38.51141.01180.90.00.00.0DEAD25.6750.3758.711.50.00.0IMPOSED46.4586.3592.80.00.00.0SUPPORT SHEARSWITH EQUIVALENT LOADINGSpan 1Span 20.0SLS 1166.1-20.0215.6220.625.3177.00.00.00.0SLS 2181.1-20.0200.692.225.380.30.00.00.0SLS 368.4-20.097.3209.725.3187.80.00.00.0SLS 4421.4-18.1632.2656.022.9441.60.00.00.0SLS 5448.1-18.1605.5427.822.9269.70.00.00.0SLS 6247.7-18.1421.9636.722.9460.90.00.00.0SLS 7326.6-18.1458.3477.022.9340.60.00.00.0ULS 1650.5-18.1901.4938.722.9677.90.00.00.0ULS 2655.4-18.1896.5465.622.9232.00.00.00.0ULS 3199.1-18.1470.6938.722.9677.90.00.00.0DEAD274.4395.2408.6289.00.00.0IMPOSED147.0237.0247.4152.60.00.0ELASTICULS 1612.2-18.1939.7977.022.9639.60.00.00.0ULS 2673.6-18.1878.4452.922.9244.70.00.00.0ULS 3213.1-18.1456.6932.822.9683.90.00.00.0ADJUSTED SPAN MOMENTSLoadings00Span 1Left< >PL1< >PL2< >RightUDLPL1PL2pUDL12VSLS 1166.10166.10166.1100215.631.80.00.00.0-19.98SLS 2181.10181.10181.1100200.631.80.00.00.0-19.98SLS 368.4068.4068.410097.313.80.00.00.0-19.98SLS 4421.40421.40421.4100632.287.80.00.00.0-18.07SLS 5448.10448.10448.1100605.587.80.00.00.0-18.07SLS 6247.70247.70247.7100421.955.80.00.00.0-18.07SLS 765.40.00.00.0ULS 1650.50650.50650.5100901.4129.30.00.00.0-18.07ULS 2655.40655.40655.4100896.5129.30.00.00.0-18.07ULS 3199.10199.10199.1100470.655.80.00.00.0-18.07XbarSLS 10.0000.0000.0000.0005.2225.222SLS 20.0000.0000.0000.0005.6945.694SLS 30.0000.0000.0000.0004.9534.953SLS 40.0000.0000.0000.0004.8004.800SLS 50.0000.0000.0000.0005.1045.104SLS 60.0000.0000.0000.0004.4394.439ULS 10.0000.0000.0000.0005.0305.030ULS 20.0000.0000.0000.0005.0685.068ULS 30.0000.0000.0000.0003.5683.568MSLS 1-15.115.115.115.115.1448.7281.8MX barT height448.74SLS 2-1.51.51.51.51.5517.2115.1517.2max @5.69441.8517.21SLS 3-54.754.754.754.754.7224.0118.8224.0min @4.95341.6224.01SLS 471.9-71.9-71.9-71.9-71.9939.51336.6939.49SLS 596.0-96.0-96.0-96.0-96.01047.71040.21047.7max @5.10440.51047.68SLS 61.5-1.5-1.5-1.5-1.5548.41046.7548.4min @4.43949.3548.36ULS 1138.8-138.8-138.8-138.8-138.81497.11644.51497.12ULS 2138.8-138.8-138.8-138.8-138.81522.11585.21522.1max @5.06840.71522.08ULS 3-27.0927.0927.0927.0927.09382.271601.68382.3min @3.56877.2382.27ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocationLevel 2 - Beam on Grid 7RMW36490.079POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997CheckedRevisionJob NoOriginated from RCC42.xls on CD 1999 RCCchg-R68DETAILED CALCULATIONS viiiLoadings00Span 2Left< >PL1< >PL2< >RightUDLPL1PL2pUDL12.5VSLS 1220.60220.60220.6100177.031.80.00.00.025.35SLS 292.2092.2092.210080.313.80.00.00.025.35SLS 3209.70209.70209.7100187.831.80.00.00.025.35SLS 4656.00656.00656.0100441.687.80.00.00.022.93SLS 5427.80427.80427.8100269.755.80.00.00.022.93SLS 6636.70636.70636.7100460.987.80.00.00.022.93SLS 765.40.00.00.0ULS 1938.70938.70938.7100677.9129.30.00.00.022.93ULS 2465.60465.60465.6100232.055.80.00.00.022.93ULS 3938.70938.70938.7100677.9129.30.00.00.022.93XbarSLS 10.0000.0000.0000.0006.9356.935SLS 20.0000.0000.0000.0006.6826.682SLS 30.0000.0000.0000.0006.5946.594SLS 40.0000.0000.0000.0007.4717.471SLS 50.0000.0000.0000.0007.6677.667SLS 60.0000.0000.0000.0007.2517.251ULS 10.0000.0000.0000.0007.2587.258ULS 20.0000.0000.0000.0008.3438.343ULS 30.0000.0000.0000.0007.2587.258MSLS 1285-285-285-285-28548013MX barT height479.82SLS 287-87-87-87-8722113542.0max @6.59441.9221.03SLS 3149-149-149-149-14954213221.0min @6.68241.2542.01SLS 41352-1352-1352-1352-13521099111098.91SLS 51000-1000-1000-1000-1000640111198.0max @7.25140.7640.39SLS 61111-1111-1111-1111-1111119811640.4min @7.66744.91197.98ULS 11642-1642-1642-1642-16421765111765.18ULS 21471-1471-1471-1471-1471471111765.2max @7.25840.7470.84ULS 31642-1642-1642-1642-1642176511470.8min @8.34359.91765.18Loadings000Left< >PL1< >PL2< >RightUDLPL1PL2pUDL0VSLS 10.01000.01000.01000.00.00.00.00.00.00SLS 20.01000.01000.01000.00.00.00.00.00.00SLS 30.01000.01000.01000.00.00.00.00.00.00SLS 40.01000.01000.01000.00.00.00.00.00.00SLS 50.01000.01000.01000.00.00.00.00.00.00SLS 60.01000.01000.01000.00.00.00.00.00.00SLS 70.00.00.00.0ULS 10.01000.01000.01000.00.00.00.00.00.00ULS 20.01000.01000.01000.00.00.00.00.00.00ULS 30.01000.01000.01000.00.00.00.00.00.00XbarSLS 10.0000.0000.0000.0000.0000.000SLS 20.0000.0000.0000.0000.0000.000SLS 30.0000.0000.0000.0000.0000.000SLS 40.0000.0000.0000.0000.0000.000SLS 50.0000.0000.0000.0000.0000.000SLS 60.0000.0000.0000.0000.0000.000ULS 10.0000.0000.0000.0000.0000.000ULS 20.0000.0000.0000.0000.0000.000ULS 30.0000.0000.0000.0000.0000.000MSLS 10000000MX barT height0.00SLS 200000000.0max @0.0000.00.00SLS 300000000.0min @0.0000.00.00SLS 400000000.00SLS 500000000.0max @0.0000.00.00SLS 600000000.0min @0.0000.00.00ULS 100000000.00ULS 200000000.0max @0.0000.00.00ULS 300000000.0min @0.0000.00.00ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocationLevel 2 - Beam on Grid 7RMW36490.080POST-TENSIONED ANALYSIS & DESIGN TO BS 8110CheckedRevisionJob NoOriginated from RCC42.xls on CD 1999 RCCchgDateR68DETAILED CALCULATIONS ix(d) ULS MOMENT CHECKSSupt 1Span 1Supt 2Span 2Supt 300RightLeftRightLeftRightLeftDESIGN MOMENT42.71522.11531.71502.21765.211.50.00.00.0TENDON HEIGHT300.040.7480.0480.040.7300.00.00.00.0fpe104210401039103910401042000Hinges220Lt24.5024.500.00Lte12250122500dt300.0484.3480.0480.0484.3300.00.00.00.0dr482.0480.0480.0480.0484.0480.00.00.00.0Rp0.2070.0770.0000.1290.1290.0770.0000.2070.0000.0000.0000.000fpe/fpu0.5880.5870.5860.5860.5870.5880.0000.0000.000177.1428571429TABLE 4.41a0.901.000.001.001.001.000.000.900.000.000.000.001b0.921.000.00111.000.000.9200.000.0002a0.861.000.000.970.971.000.000.8600.000.0002b0.881.000.000.990.991.000.000.8800.000.000fpb bonded1616177117581758177116160001771.4285714286fpb unbonded115312810125312531281011530000TENDON FORCE276830730300730073074027680000As4021628362836283226206283000X below flangeREBAR FORCE1761.72752.62752.62752.6990.92752.62752.60.00.00000TOTAL TENSION4530582605760576040650552127530000000dn139.8107.9177.8177.875.3170.40.00.00.0Steel stress438438438438438438000438.09523809520000Zt230.1430.3391.1391.1446.7214.80.00.00.0438.0952380952Zr412.1426.1391.1391.1446.4394.80.00.00.00TABLE 4.40.30.40.50.6MOR1362.92495.42252.72252.71815.11681.30.00.00.00.051.001.001.001.000.101.001.001.001.00(e) SHEARSpan 1Span 20ft =1.5180.150.930.950.970.99LeftRightLeftRightLeftRight0.200.860.880.900.92V636.0882.1919.3677.90.00.00.250.820.840.860.88Mu42.71531.71502.211.50.00.00.300.770.800.830.85M0211.9570.2570.2211.90.00.00.350.720.760.800.83Cracked ?NYYNNN0.400.670.720.770.81UNCRACKEDfcp2.1112.1042.1042.1110.0000.0000.450.630.680.740.79Vco1396.81395.71395.71396.80.00.00.500.570.640.710.77CRACKEDAps2300230025002500000.550.510.580.640.69As6321858387838783000.600.410.460.510.55d415.8480.0480.0209.00.00.00.650.290.320.360.39As%0.8450.9931.0172.3350.0000.0000.700.170.190.210.23fpe/fpu0.4110.3500.3620.3630.0000.0000.750.090.100.110.12vc0.5550.5850.5900.9150.0000.0000.800.030.040.040.05Vcr3479.3736.8757.312816.10.00.00.850.010.010.010.01Vc1396.8736.8757.31396.80.00.0Links required10.900.000.000.000.00Asv/Sv1.6431.6431.6431.6430.0000.0000.950.000.000.000.00Sv37537537537500T1.000.000.000.000.00(f) VIBRATIONnx =25Span 1Span 200000000ny : ly56.00056.00000.000Khan/Williams RefIx : Iy27559424446.20251507324218.7527559424446.20251507324218.7500(Concrete Society Method)lx : ly1.9345.1702.0154.9630.0000.000(9.8)kx : ky1.2671.0371.2461.0410.0000.000(9.9, 9.10)w65.4154.5165.4154.510.000.00dx : dy9.6215.7515.7815.750.000.00f'x : f'y5.695.965.604.670.000.00(9.11)fbx : fby5.695.965.604.670.000.00(9.12, 9.13)fx : fy5.695.965.604.670.000.00(9.14)Nx : Ny1.3882.0361.4041.9951.0001.000(9.17, 9.18)Cx : Cy253.2249.0254.7356.50.00.0(9.19)Rx : Ry0.370.250.360.340.000.00(9.20)R0.620.700.00(9.21)
Print Sheet
ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCIL2ClientAdvisory GroupMade byDatePageLocationLevel 2 - Beam on Grid 7DEFLECTION CALCULATIONSRMW36490.081POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997CheckedRevisionJob NoOriginated from RCC42.xls on CD 1999 RCCchg-R68SPAN 1As(b) =6283d =480h =525bw =1800bf =3000hf =200bd3/12 =22505468750Distance052510501650225028503450405046505250585064507050765082508850945010050106501117511700Element b263525563600600600600600600600600600600600600600600600563525263d'434343434343434343434343434343454545454545As(t)4021402140214021402140214021.23859659494021.23859659494021.23859659494021.23859659494021.23859659494021.23859659494021.23859659494021.23859659494021.2385965949628362836283628362836283TRANFORMED SECTION PROPERTIES at TRANSFERE =21.72m =9.21m - 1 =8.21A1269593.755420751269593.755420751269593.755420751269593.755420751269593.755420751269593.755420751269593.755420751269593.755420751269593.755420751269593.755420751269593.755420751269593.755420751269593.755420751269593.755420751269593.755420751288163.116366771288163.116366771288163.116366771288163.116366771288163.116366771288163.11636677S A.Yt298241172.409232298241172.409232298241172.409232298241172.409232298241172.409232298241172.409232298241172.409232298241172.409232298241172.409232298241172.409232298241172.409232298241172.409232298241172.409232298241172.409232298241172.409232299142818.046278299142818.046278299142818.046278299142818.046278299142818.046278299142818.046278Yt234.9107115058234.9107115058234.9107115058234.9107115058234.9107115058234.9107115058234.9107115058234.9107115058234.9107115058234.9107115058234.9107115058234.9107115058234.9107115058234.9107115058234.9107115058232.2243311002232.2243311002232.2243311002232.2243311002232.2243311002232.2243311002Yb290.0892884942290.0892884942290.0892884942290.0892884942290.0892884942290.0892884942290.0892884942290.0892884942290.0892884942290.0892884942290.0892884942290.0892884942290.0892884942290.0892884942290.0892884942292.7756688998292.7756688998292.7756688998292.7756688998292.7756688998292.7756688998Ixx31907259547.162131907259547.162131907259547.162131907259547.162131907259547.162131907259547.162131907259547.162131907259547.162131907259547.162131907259547.162131907259547.162131907259547.162131907259547.162131907259547.162131907259547.162132542477836.535132542477836.535132542477836.535132542477836.535132542477836.535132542477836.5351TRANFORMED SECTION PROPERTIES - LONGTERME =7.75m =25.81m - 1 =24.81A1440700.988863791440700.988863791440700.988863791440700.988863791440700.988863791440700.988863791440700.988863791440700.988863791440700.988863791440700.988863791440700.988863791440700.988863791440700.988863791440700.988863791440700.988863791496830.474224131496830.474224131496830.474224131496830.474224131496830.474224131496830.47422413S A.Yt351192601.139116351192601.139116351192601.139116351192601.139116351192601.139116351192601.139116351192601.139116351192601.139116351192601.139116351192601.139116351192601.139116351192601.139116351192601.139116351192601.139116351192601.139116353917999.483835353917999.483835353917999.483835353917999.483835353917999.483835353917999.483835Yt243.7650864779243.7650864779243.7650864779243.7650864779243.7650864779243.7650864779243.7650864779243.7650864779243.7650864779243.7650864779243.7650864779243.7650864779243.7650864779243.7650864779243.7650864779236.4449452215236.4449452215236.4449452215236.4449452215236.4449452215236.4449452215Yb281.2349135221281.2349135221281.2349135221281.2349135221281.2349135221281.2349135221281.2349135221281.2349135221281.2349135221281.2349135221281.2349135221281.2349135221281.2349135221281.2349135221281.2349135221288.5550547785288.5550547785288.5550547785288.5550547785288.5550547785288.5550547785Ixx40520754698.548940520754698.548940520754698.548940520754698.548940520754698.548940520754698.548940520754698.548940520754698.548940520754698.548940520754698.548940520754698.548940520754698.548940520754698.548940520754698.548940520754698.548942578351984.904942578351984.904942578351984.904942578351984.904942578351984.904942578351984.9049TRANFORMED SECTION PROPERTIES - IMPOSEDE =29.47m =6.79m - 1 =5.79A1244627.194038371244627.194038371244627.194038371244627.194038371244627.194038371244627.194038371244627.194038371244627.194038371244627.194038371244627.194038371244627.194038371244627.194038371244627.194038371244627.194038371244627.194038371257716.090290691257716.090290691257716.090290691257716.090290691257716.090290691257716.09029069S A.Yt290514935.072166290514935.072166290514935.072166290514935.072166290514935.072166290514935.072166290514935.072166290514935.072166290514935.072166290514935.072166290514935.072166290514935.072166290514935.072166290514935.072166290514935.072166291150473.701306291150473.701306291150473.701306291150473.701306291150473.701306291150473.701306Yt233.4152238226233.4152238226233.4152238226233.4152238226233.4152238226233.4152238226233.4152238226233.4152238226233.4152238226233.4152238226233.4152238226233.4152238226233.4152238226233.4152238226233.4152238226231.4914120515231.4914120515231.4914120515231.4914120515231.4914120515231.4914120515Yb291.5847761774291.5847761774291.5847761774291.5847761774291.5847761774291.5847761774291.5847761774291.5847761774291.5847761774291.5847761774291.5847761774291.5847761774291.5847761774291.5847761774291.5847761774293.5085879485293.5085879485293.5085879485293.5085879485293.5085879485293.5085879485Ixx30631184664.111830631184664.111830631184664.111830631184664.111830631184664.111830631184664.111830631184664.111830631184664.111830631184664.111830631184664.111830631184664.111830631184664.111830631184664.111830631184664.111830631184664.111831073559366.323231073559366.323231073559366.323231073559366.323231073559366.323231073559366.3232DEFLECTIONS at TRANSFERM (SLS 3)77.473.8-6.5-132.6-239.2-326.5-394.4-442.9-472.1-481.8-472.2-443.2-394.8-327.1-239.9-133.4-7.5137.8302.4404.3405.01/R0.00000011170.0000001066-0.0000000094-0.0000001913-0.0000003452-0.0000004712-0.0000005692-0.0000006392-0.0000006813-0.0000006954-0.0000006815-0.0000006396-0.0000005698-0.000000472-0.0000003463-0.0000001888-0.00000001060.00000019490.00000042790.00000057210.000000573Load0.00002932990.0000559472-0.0000052982-0.0001147883-0.0002071444-0.0002827196-0.000341514-0.0003835275-0.0004087601-0.0004172118-0.0004088827-0.0003837727-0.0003418819-0.0002832101-0.0002077576-0.0001132691-0.00000638270.0001169570.00024070310.0003003680.0001504241Load x dist0.00384955330.0293722703-0.005563098-0.1894007684-0.4660749487-0.8057509529-1.178223222-1.5532861967-1.9007343179-2.1903620265-2.3919637632-2.4753339691-2.4102670849-2.1665575514-1.7139998096-1.0024316224-0.0603166641.17541772582.56348828473.35661237911.7007320622End slope-0.002014033-0.0009983584Span d0-1.07-2.17-3.43-4.61-5.68-6.57-7.26-7.72-7.93-7.90-7.61-7.10-6.38-5.50-4.48-3.40-2.32-1.30-0.540Cant d0-12.23-12.80-13.46-14.05-14.51-14.81-14.90-14.76-14.37-13.74-12.85-11.74-10.43-8.94-7.33-5.65-3.97-2.35-1.070d0-1.07-2.17-3.43-4.61-5.68-6.57-7.26-7.72-7.93-7.90-7.61-7.10-6.38-5.50-4.48-3.40-2.32-1.30-0.540DEFLECTIONS - LONGTERMM (SLS 7)13.0137.3177.5174.7170.4164.5157.1148.3137.8125.9112.497.581.062.943.422.3-0.3-24.4-50.0-126.2-308.61/R0.00000004150.00000043730.00000056550.00000055650.00000054270.00000052410.00000050060.00000047220.00000043910.0000004010.00000035820.00000031040.00000025790.00000020040.00000013820.0000000676-0.0000000008-0.0000000739-0.0000001516-0.0000003826-0.0000009354Load0.0000108860.00022958940.00031806790.00033390310.00032562570.00031444030.00030034690.00028334550.00026343610.00024061870.00021489330.00018625990.00015471840.0001202690.00008291150.0000405852-0.0000005019-0.0000443565-0.0000852924-0.0002008585-0.0002455532Load x dist0.00142879070.12053444840.33397134080.55094011390.73265786670.89615494291.03619693011.14754941581.22497798761.26324823311.25712573991.20137609561.09076488760.92005770370.68402013140.3591790589-0.004742985-0.4457827076-0.9083639706-2.2445934918-2.776285483End slope0.00229287190.0005504628Span d01.202.283.324.164.805.265.535.645.595.395.074.634.103.502.852.171.490.840.320Cant d07.358.148.859.369.679.809.759.529.148.617.967.196.335.404.413.412.401.420.610d01.202.283.324.164.805.265.535.645.595.395.074.634.103.502.852.171.490.840.320DEFLECTIONS - IMPOSEDM(SLS 5-7)-31.2927.6980.51133.30178.04214.71243.31263.85276.33280.75277.10265.38245.60217.76181.86137.8985.8525.75-42.41-108.67-181.101/R-0.00000003470.00000003070.00000008920.00000014770.00000019720.00000023780.00000026950.00000029230.00000030610.0000003110.0000003070.0000002940.00000027210.00000024120.00000020150.00000015060.00000009380.0000000281-0.0000000463-0.0000001187-0.0000001978Load-0.00000910020.00001610580.00005016560.00008860320.00011833650.00014270990.00016172330.00017537690.00018367050.00018660420.00018417810.00017639190.00016324590.000144740.00012087410.00009034360.00005625030.0000168734-0.0000260504-0.0000622994-0.0000519123Load x dist-0.00119439840.00845554930.05267390470.14619528860.26625711980.40672314640.55794552290.71027640350.85406794280.9796722951.07744161461.13772805591.15088377331.10726092130.99721165420.79954117530.53156563630.1695778673-0.2774368378-0.6961953315-0.5869334898End slope0.00112412030.0008027109Span d00.591.181.822.412.923.353.693.924.034.043.933.723.423.022.552.031.480.910.430Cant d09.569.739.899.9910.039.989.839.579.218.738.157.466.675.794.843.842.801.750.850d00.591.181.822.412.923.353.693.924.034.043.933.723.423.022.552.031.480.910.430ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocationLevel 2 - Beam on Grid 7DEFLECTION CALCULATIONS (ii)RMW36490.082POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997CheckedRevisionJob NoOriginated from RCC42.xls on CD 1999 RCCchg-R68SPAN 2As(b) =2262d =484h =525bw =1800bf =3000hf =200bd3/12 =22505468750Distance055011001725235029753600422548505475610067257350797586009225985010475111001172512350Element b275550588625625625625625625625625625625625625625625625625625313d'454545454545454545454545454545454545454545As(t)6283628362836283628362836283.18530717966283.18530717966283.18530717966283.18530717966283.18530717966283.18530717966283.18530717966283.18530717966283.1853071796628362836283628362836283TRANFORMED SECTION PROPERTIES at TRANSFERE =21.72m =9.21m - 1 =8.21A1255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.919129411255150.91912941S A.Yt283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126283371240.816126Yt225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738225.7666679738Yb299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262299.2333320262Ixx30500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.427930500531034.4279TRANFORMED SECTION PROPERTIES - LONGTERME =7.75m =25.81m - 1 =24.81A1397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.722472411397044.72247241S A.Yt306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445306245356.58445Yt219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735219.2094151735Yb305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265305.7905848265Ixx36354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.237136354406561.2371TRANFORMED SECTION PROPERTIES - IMPOSEDE =29.47m =6.79m - 1 =5.79A1234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.941397671234446.94139767S A.Yt280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666280033637.817666Yt226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692226.8494727692Yb298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308298.1505272308Ixx29636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.313429636169425.3134DEFLECTIONS at TRANSFERM (SLS 2)435.9434.7331.9166.720.2-107.7-216.9-307.5-379.5-432.8-467.5-483.5-480.9-459.6-419.7-361.1-283.9-188.1-73.66.70.01/R0.00000065810.00000065630.00000050110.00000025170.0000000305-0.0000001626-0.0000003275-0.0000004643-0.0000005729-0.0000006534-0.0000007057-0.0000007299-0.000000726-0.0000006939-0.0000006336-0.0000005452-0.0000004287-0.000000284-0.00000011110.00000001010Load0.0001809690.00036094780.00029440450.0001573390.0000190741-0.0001015987-0.0002046791-0.0002901674-0.0003580634-0.0004083671-0.0004410786-0.0004561979-0.0004537249-0.0004336597-0.0003960022-0.0003407525-0.0002679105-0.0001774763-0.00006944980.00000632390Load x dist0.02488324320.19852130420.32384493430.27140985370.0448240752-0.3022559891-0.7368448802-1.2259571393-1.7366073075-2.235809926-2.6905795359-3.0679306782-3.3348778942-3.4584357249-3.4056187115-3.1434413951-2.6389183168-1.8590640177-0.7708930390.0741479770End slope-0.0009776725-0.002402397Span d0-0.61-1.45-2.58-3.81-5.06-6.24-7.29-8.16-8.81-9.20-9.32-9.15-8.70-7.97-7.00-5.82-4.47-3.01-1.500Cant d0-28.96-28.48-28.11-27.84-27.58-27.26-26.81-26.18-25.33-24.22-22.83-21.16-19.21-16.98-14.51-11.83-8.97-6.01-3.000d0-0.61-1.45-2.58-3.81-5.06-6.24-7.29-8.16-8.81-9.20-9.32-9.15-8.70-7.97-7.00-5.82-4.47-3.01-1.500DEFLECTIONS - LONGTERMM (SLS 7)-332.7-129.7-34.610.351.488.7122.2151.9177.7199.8218.0232.5243.1249.9253.0252.2247.6239.2227.0163.20.01/R-0.0000011814-0.0000004606-0.00000012280.00000003660.00000018250.00000031490.00000043380.00000053910.0000006310.00000070930.00000077410.00000082540.00000086310.00000088740.00000089810.00000089530.0000008790.00000084920.00000080580.00000057930Load-0.0003248752-0.0002533107-0.00007214790.00002288650.00011407730.00019681940.00027111280.00033695750.00039435350.00044330090.00048379950.00051584940.00053945070.00055460320.0005613070.00055956220.00054936860.00053072640.00050363540.00036206890Load x dist-0.0446703399-0.1393208829-0.07936265040.03947914780.26808159490.58553768220.97600610191.42364554651.91261470832.42707227972.95117695313.46908742073.96496237514.42296050844.82724051325.16196108175.41128090635.55935867955.59035309344.24525797140End slope0.00200025610.0042892893Span d01.232.654.315.957.528.9710.2511.3212.1412.6812.9212.8412.4311.6610.559.087.285.142.680Cant d051.8550.9149.8848.8447.7346.5045.1043.4941.6339.4937.0534.2931.1927.7523.9519.8115.3210.505.360d0.01.22.74.36.07.59.010.211.312.112.712.912.812.411.710.59.17.35.12.70.0DEFLECTIONS - IMPOSEDM(SLS 4-7)-460.7-367.5-281.0-191.1-109.8-37.326.481.4127.6165.1193.9213.9225.1227.6221.3206.3182.5150.0108.858.80.01/R-0.0000005275-0.0000004207-0.0000003218-0.0000002188-0.0000001257-0.00000004270.00000003020.00000009320.00000014610.00000018910.0000002220.00000024490.00000025770.00000026060.00000025340.00000023620.0000002090.00000017180.00000012450.00000006730Load-0.0001450523-0.0002314105-0.0001890505-0.0001367207-0.0000785855-0.00002671180.00001890020.00005825070.00009133950.00011816670.00013873230.00015303630.00016107870.00016285950.00015837870.00014763630.00013063220.00010736660.00007783930.00004205050Load x dist-0.0199446884-0.1272757558-0.2079555914-0.2358432538-0.1846758505-0.07946765740.06804081080.24610903930.44299651340.64696271840.84626713961.02916926221.18392857151.29880455281.36205669131.36194447241.28672738121.12466490310.86401652340.49304172720End slope-0.00016430570.0009230419Span d0-0.030.090.340.671.061.461.852.202.502.722.862.902.842.682.422.061.631.130.580Cant d010.8610.4710.149.909.719.549.359.138.858.498.057.526.886.145.304.373.362.281.150d0-0.030.090.340.671.061.461.852.202.502.722.862.902.842.682.422.061.631.130.580ProjectSpreadsheets to BS 8110REINFORCED CONCRETE COUNCILClientAdvisory GroupMade byDatePageLocationLevel 2 - Beam on Grid 7DEFLECTION CALCULATIONS (iii)RMW36490.082POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997CheckedRevisionJob NoOriginated from RCC42.xls on CD 1999 RCCchg-R68SPAN 3As(b) =0d =-45h =0bw =0bf =0hf =0bd3/12 =0Distance000000000000000000000.00Element b000000000000000000000d'454545454545434343434343434343434343434343As(t)6283628362836283628362836283.18530717966283.18530717966283.18530717966283.18530717966283.18530717966283.18530717966283.18530717966283.18530717966283.1853071796000000TRANFORMED SECTION PROPERTIES at TRANSFERE =21.72m =9.21m - 1 =8.21A51581.558265480751581.558265480751581.558265480751581.558265480751581.558265480751581.558265480751581.558265480751581.558265480751581.558265480751581.558265480751581.558265480751581.558265480751581.558265480751581.558265480751581.55826548070.00016418920.00016418920.00016418920.00016418920.00016418920.0001641892S A.Yt2321170.114558122321170.114558122321170.114558122321170.114558122321170.114558122321170.114558122218006.998191352218006.998191352218006.998191352218006.998191352218006.998191352218006.998191352218006.998191352218006.998191352218006.99819135-0.0001641892-0.0001641892-0.0001641892-0.0001641892-0.0001641892-0.0001641892Yt44.999999856844.999999856844.999999856844.999999856844.999999856844.999999856842.999999859942.999999859942.999999859942.999999859942.999999859942.999999859942.999999859942.999999859942.9999998599-1-1-1-1-1-1Yb-44.9999998568-44.9999998568-44.9999998568-44.9999998568-44.9999998568-44.9999998568-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599111111Ixx0.66496625550.66496625550.66496625550.66496625550.66496625550.66496625550.63574057810.63574057810.63574057810.63574057810.63574057810.63574057810.63574057810.63574057810.63574057810.31787028950.31787028950.31787028950.31787028950.31787028950.3178702895TRANFORMED SECTION PROPERTIES - LONGTERME =7.75m =25.81m - 1 =24.81A155915.237360214155915.237360214155915.237360214155915.237360214155915.237360214155915.237360214155915.237360214155915.237360214155915.237360214155915.237360214155915.237360214155915.237360214155915.237360214155915.237360214155915.2373602140.00049629360.00049629360.00049629360.00049629360.00049629360.0004962936S A.Yt7016185.658876417016185.658876417016185.658876417016185.658876417016185.658876417016185.658876416704355.184652276704355.184652276704355.184652276704355.184652276704355.184652276704355.184652276704355.184652276704355.184652276704355.18465227-0.0004962936-0.0004962936-0.0004962936-0.0004962936-0.0004962936-0.0004962936Yt44.999999856844.999999856844.999999856844.999999856844.999999856844.999999856842.999999859942.999999859942.999999859942.999999859942.999999859942.999999859942.999999859942.999999859942.9999998599-1-1-1-1-1-1Yb-44.9999998568-44.9999998568-44.9999998568-44.9999998568-44.9999998568-44.9999998568-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599111111Ixx2.00998913272.00998913272.00998913272.00998913272.00998913272.00998913271.92164886961.92164886961.92164886961.92164886961.92164886961.92164886961.92164886961.92164886961.92164886960.96082443630.96082443630.96082443630.96082443630.96082443630.9608244363TRANFORMED SECTION PROPERTIES - IMPOSEDE =29.47m =6.79m - 1 =5.79A36358.045203211236358.045203211236358.045203211236358.045203211236358.045203211236358.045203211236358.045203211236358.045203211236358.045203211236358.045203211236358.045203211236358.045203211236358.045203211236358.045203211236358.04520321120.00011573130.00011573130.00011573130.00011573130.00011573130.0001157313S A.Yt1636112.02893661636112.02893661636112.02893661636112.02893661636112.02893661636112.02893661563395.938645911563395.938645911563395.938645911563395.938645911563395.938645911563395.938645911563395.938645911563395.938645911563395.93864591-0.0001157313-0.0001157313-0.0001157313-0.0001157313-0.0001157313-0.0001157313Yt44.999999856844.999999856844.999999856844.999999856844.999999856844.999999856842.999999859942.999999859942.999999859942.999999859942.999999859942.999999859942.999999859942.999999859942.9999998599-1-1-1-1-1-1Yb-44.9999998568-44.9999998568-44.9999998568-44.9999998568-44.9999998568-44.9999998568-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599-42.9999998599111111Ixx0.46871157030.46871157030.46871157030.46871157030.46871157030.46871157030.44811140750.44811140750.44811140750.44811140750.44811140750.44811140750.44811140750.44811140750.44811140750.22405570410.22405570410.22405570410.22405570410.22405570410.2240557041DEFLECTIONS at TRANSFERM (SLS 3)0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01/R000000000000000000000Load000000000000000000000Load x dist000000000000000000000End slope00Span d00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000Cant d00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000d00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000DEFLECTIONS - LONGTERMM (SLS 7)0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01/R000000000000000000000Load000000000000000000000Load x dist000000000000000000000End slope00Span d00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000Cant d00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000d00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000DEFLECTIONS - IMPOSEDM(SLS 5-7)0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01/R000000000000000000000Load000000000000000000000Load x dist000000000000000000000End slope00Span d00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000Cant d00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000d00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000
Print Sheet
ProjectSpreadsheets to BS 8110LocationLevel 2 - Beam on Grid 7GRAPH DATA IMade by RMW Job No R68POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997Date26-Nov-99Originated from RCC42.xls on CD 1999 RCCREINFORCED CONCRETE COUNCILGEOMETRY-1395.15BEAM X0001200012000120001200024500245002450024500245002450024500BEAM Y-1395.15000-1395.15000-1395.15000-1395.150C SECa X00000120001200012000120001200024500245002450024500245002450024500245002450024500C SECa Y500500500500500500500500500500500500500500500500500500500500C SECb X-150150150-150-150118501215012150118501185024500245002450024500245002450024500245002450024500C SECb Y-1895.15-1895.15-2495.15-2495.15-1895.15-1895.15-1895.15-2495.15-2495.15-1895.15-1895.15-1895.15-1895.15-1895.15-1895.15-1895.15-1895.15-1895.15-1895.15-1895.15B SEC X450075007500690069005100510045004500167501975019750191501915017350173501675016750245002450024500245002450024500245002450024500B SEC Y-1500-1500-1700-1700-2025-2025-1700-1700-1500-1500-1500-1700-1700-2025-2025-1700-1700-1500-1500-1500-1500-1500-1500-1500-1500-1500-1500LOADINGscaling factor8.54UDL X0012000120001200012000245002450024500245002450024500DEAD0476.6701592146476.670159214600476.6701592146476.670159214600000IMPOSED476.6701592146750750476.6701592146476.6701592146750750476.67015921460000PUD X00001200012000120001200024500245002450024500PUD D7507507507507507507507500000PUD L7507507507507507507507500000PL X00001200012000120001200024500245002450024500PLs D7507507507507507507507500000PLs L7507507507507507507507500000STRESS DIAGRAMSX-0.3012.0012.0024.5024.5024.5024.5000121224.524.524.524.5Balance scaling =1x profileTop525525525525525525525577.50-52.5577.5-52.5577.5-52.5577.5-52.5n/a295.41295.41295.41295.410.000.000.00160160160160VlVrW1weVlVrW1weVlVrW1we351.835178506-93.16351.835178506-93.164500928351.835178506-93.164500928351.835178506-93.164500928166.09215.58278.03-67.64220.58177.00354.19-61.540.000.000.000.00S181.12200.56278.03-67.64S92.2580.33354.19-61.54S0.000.000.000.00P68.3897.29278.03-67.64P209.73187.84354.19-61.54P0.000.000.000.00LOAD COMBINATIONSA421.45632.23251.48-61.18A655.99441.58320.36-55.66A0.000.000.000.00SLS 1Initial prestress + OW + construction load on all spansULS 1Final prestress + factored dead and imposed load on all spansN448.15605.52251.48-61.18N427.85269.73320.36-55.66N0.000.000.000.00INITIALSLS 2Initial prestress + OW + construction load on odd spansULTIMATEULS 2Final prestress + factored dead + factored imp load on odd spans247.74421.94251.48-61.18636.72460.86320.36-55.660.000.000.000.00SLS 3Initial prestress + OW + construction load on even spansULS 3Final prestress + factored dead + factored imp load on even spans1326.55458.32251.48-61.182477.01340.56320.36-55.6630.000.000.000.00SLS 4Final prestress + dead + imposed load on all spansDEFLECTIONSLS 7Final prestress + dead + 30% imposed load on odd spans650.49901.45251.48-61.18938.71677.89320.36-55.660.000.000.000.00FINALSLS 5Final prestress + dead + imposed load on odd spans655.44896.51251.48-61.18465.56232.01320.36-55.660.000.000.000.00SLS 6Final prestress + dead + imposed load on even spans199.10470.57251.48-61.18938.71677.89320.36-55.660.000.000.000.00TypiCalc!SPAN 10.6Btm0000000200200200200X-0.15-0.150.150.150.6751.21.21.82.433.604.24.85.466.67.27.88.499.610.210.810.811.32511.8511.850125.6944.9535.1044.4395.0683.568profile X00.5251.051.051.652.252.853.454.054.655.255.856.457.057.658.258.859.4510.0510.6510.6511.17511.711.75.5444.8034.9544.2894.9183.418PROFILE300.0300.0300.0300.0286.8247.1247.1191.1143.8105.475.955.143.240.145.860.483.8116.0157.0206.8265.5333.0409.4409.4462.3480.0480.041.841.640.549.340.777.2BALANCE0.000.000.00239.51239.51239.51-61.18-61.18-61.18-61.18-61.18-61.18-61.18-61.18-61.18-61.18-61.18-61.18-61.18-61.18-61.18-61.18-61.18319.85319.85319.850.00Beam000000000000000000000000000M-SLS 10-52.2753116893-52.2753116893-52.2753116893-96.0952924616-58.1655789185-58.165578918525.446894685996.1596053254153.9725530001198.8857377099230.899159455250.0128182352256.2267140505249.5408469011229.9552167868197.4698237077152.084667663793.799748654922.6150666813-61.4693782571-158.4535861604-268.3375570285-268.3375570285-317.013265866-259.4561507652-27.72-227.48254.5584098357252.8248725652M-SLS 20-41.0104774103-41.0104774103-41.0104774103-92.7163656569-62.672559588-62.67255958811.927448331573.6276932862122.428175276158.328894301181.3298503612191.4310434565188.6324735871172.9341407527144.3360449536102.838186189648.4405644608-18.8568202328-99.0539678913-192.1508785146-298.1475521027-417.0439886557-417.0439886557-473.6056049675-423.9343973409-14.20-394.21182.5424913656191.9428087537M-SLS 30-77.4224746803-77.4224746803-77.4224746803-73.84213527216.52664845166.5266484516132.565916548239.2254216795326.5051638463394.4051430481442.9253592852472.0658125574481.8265028648472.2074302074443.2085945851394.829995998327.0716344461239.9335099294133.41562244787.5179720014-137.7594414098-302.4166177859-302.4166177859-404.3345064429-404.9808211616-67.32-390.54479.5288300017476.399020532M-SLS 40-1.7512186978-1.7512186978-1.7512186978-170.9880401005-250.0097322867-250.0097322867-283.975962479-308.3566471633-323.1517863397-328.3613800081-323.9854281686-310.0239308212-286.4768879658-253.3442996025-210.6261657312-158.322486352-96.4332614649-24.958491069856.1018248333146.7476862442246.9790931631356.79604559356.79604559513.2596699872782.083524112360.48875.93-299.2969218997-319.5672963573M-SLS 5018.275153353818.275153353818.2751533538-164.9810591142-258.0221423658-258.0221423658-308.0105337756-348.4133796774-379.2306800713-400.4624349573-412.1086443353-414.1693082054-406.6444265675-389.5339994217-362.838026768-326.5565086063-280.6894449367-225.2368357591-160.1986810736-85.5749808802-1.365735178892.429056030592.4290560305234.8732893624489.677752422284.51579.52-411.5564533156-414.0794042211M-SLS 60-46.4572862373-46.4572862373-46.4572862373-131.4268717635-135.0013280732-135.0013280732-93.5421458352-54.0174180892-16.427144835419.228673926552.950038196384.736947974114.5894032596142.5074040532168.4909503548192.5400421642214.6546794817234.834862307253.0805906403269.3918644816283.7686838307296.2110486879296.2110486879358.0219089615523.3729989631-9.92586.04100.096988572165.8570693034M-SLS 70-13.0190939239-13.0190939239-13.0190939239-137.2882412783-177.5162594163-177.5162594163-174.7068621249-170.3759193256-164.5234310183-157.1493972031-148.2538178799-137.8366930488-125.8980227097-112.4378068628-97.4560455078-80.9527386449-62.9278862741-43.3814883954-22.31354500870.27594388624.386978288550.01955819950.019558199126.2068566444308.580384817835.23376.59M-ULS 1031.21901203331.21901203331.219012033-249.2744412619-428.1081538404-428.1081538404-562.1314544809-671.6211456135-756.5772272381-816.9996993548-852.8885619636-864.2438150644-851.0654586573-813.3534927422-751.1079173192-664.3287323883-553.0159379494-417.1695340026-256.7895205478-71.8758975851137.5713348855371.5521768641371.5521768641648.92128836911050.095241102127.341183.86-861.3894661404-814.3803116046M-ULS 2030.477429384930.477429384930.4774293849-252.6115631783-434.0408150249-434.0408150249-571.0304462578-683.4864679826-771.4088801996-834.7976829086-873.6528761096-887.9744598027-877.7624339879-843.0167986651-783.7375538344-699.9246994958-591.5782356492-458.6981622947-301.2844794322-119.337187061887.1437148166318.1582262029318.1582262029592.9317984396991.5102119042127.341124.53-886.4450282276-832.0191198408M-ULS 30-67.7804722338-67.7804722338-67.7804722338-127.2182299292-105.2608584082-105.2608584082-34.622444363634.0815151889100.8510202494165.6860708178228.5866668942289.5528084785348.5844955707405.6817281709460.844506279514.0728298951565.3666990191614.726113651662.1510737909707.6415794387751.1976305945792.8192272582792.8192272582880.16191536261071.044833195-38.541141.00316.1584808085162.2560948685Pi2764.92764.32763.82763.82763.12762.42761.82761.12760.42759.82759.22758.92758.72758.52758.22758.02757.72757.52757.22757.02757.02756.82756.62759.12759.62759.42760.22759.52761.1Pf2501.12500.52500.02500.02499.42498.72498.12497.52496.92496.22495.72495.52495.22495.02494.82494.62494.32494.12493.92493.62493.62493.52493.32495.62496.12495.92496.62496.02497.5C top @ trans02.9782.9782.9783.1332.8542.8542.2321.7181.3111.0110.8190.7340.7570.8881.1261.4711.9242.4843.1523.9284.8115.8015.8016.2725.8580.8080.730C btm @ trans01.8941.8941.8941.5412.4022.4023.7534.8955.8306.5587.0777.3897.4937.3907.0796.5605.8344.8993.7572.4080.8500.0000.0000.0000.0007.4687.435T top @ trans00.0000.0000.0000.0000.0000.0000.0000.0001.5583.8225.4426.4156.7426.4225.4573.8461.5880.0000.0000.0000.0000.0000.0000.0000.0001.6661.640T btm @ trans00.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0003.4768.5758.57511.0018.8720.0000.000C top, final02.4982.4982.4983.5354.2594.2594.6755.0115.2675.4445.5405.5575.4945.3515.1284.8264.4443.9813.4392.8182.1161.3341.3340.1480.0005.5355.556C btm, final02.3062.3062.3060.7010.6630.6631.1061.5301.9322.3142.6753.0153.3343.6333.9124.1694.4064.6224.8184.9925.1465.9295.9297.60610.4873.1792.813T top, final00.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0140.5581.0383.4723.4728.68617.6450.0000.000T btm, final00.0000.0000.0000.0002.6242.6244.7706.5047.8288.7409.2419.3329.0118.2787.1345.5803.6141.2370.0000.0000.0000.0000.0000.0000.0002.3052.332C top, ULS02.6752.6752.6754.2155.7265.7266.8667.8038.5349.0629.3859.5049.4189.1298.6357.9367.0345.9264.6153.0991.3790.0000.0000.0000.0009.4919.039C btm, ULS02.4452.4452.4450.7460.9810.9811.7382.4743.1893.8844.5575.2105.8436.4547.0467.6168.1668.6949.2039.69010.15710.60310.60311.53913.5855.4953.847T top, ULS00.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0001.2233.1925.0956.9348.70810.41812.06413.64515.16216.61418.00118.00120.91327.2740.5280.000T btm, ULS00.0000.0000.0002.39010.17110.17116.04720.87124.64327.36329.03129.64729.21127.72225.18121.58816.94311.2474.4980.0000.0000.0000.0000.0000.0007.3966.811sc final16.0016.0016.0016.0013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2016.0016.0016.0016.0016.00ProjectSpreadsheets to BS 8110LocationLevel 2 - Beam on Grid 7GRAPH DATA (ii)Made by RMW Job No R68POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997Date26-Nov-99Originated from RCC42.xls on CD 1999 RCCREINFORCED CONCRETE COUNCILSPAN 200.625Local X0.150.150.71.251.251.8752.53.1253.754.37555.6256.256.8757.58.1258.759.3751010.62511.2511.2511.87512.512.5012.56.5946.6827.2517.6677.2588.343profile X00.551.11.11.7252.352.9753.64.2254.855.4756.16.7257.357.9758.69.2259.8510.47511.111.111.72512.3512.356.44417971816.53159478327.10138893447.51668854887.10836887788.1925251272PROFILE480.0480.0462.4409.4409.4333.5266.4207.9158.2117.284.961.346.440.242.754.073.9102.6140.0186.0240.8240.8285.2300.0300.041.8941.1740.6744.8740.7159.92BALANCE0.00291.24291.24291.24-55.66-55.66-55.66-55.66-55.66-55.66-55.66-55.66-55.66-55.66-55.66-55.66-55.66-55.66-55.66-55.66-55.66188.98188.98188.980.00X12.1512.1512.713.2513.2513.87514.515.12515.7516.3751717.62518.2518.87519.520.12520.7521.3752222.62523.2523.2523.87524.524.51224.5Beam0000000000000000000000000M-SLS 1-257.0271067012-257.0271067012-322.2099848095-280.3699799133-280.3699799133-177.82255401-86.8881090241-7.566644955460.1418381959116.23734043160.7198617468193.5894021463214.8459616284224.4895401933222.5201378409208.9377545712183.7423903842146.934045279998.512719258338.4784123194-33.1688755368-33.1688755368-63.60354581-0-224.30.0221.5932646906222.7461400868M-SLS 2-435.8879115129-435.8879115129-434.6953286781-331.9248628389-331.9248628389-166.7476517731-20.2146716246107.6740776066216.9185959205307.5188833171379.4749397964432.7867653584467.4543600031483.4777237305480.8568565406459.5917584335419.682429409361.1288694672283.9310786082188.089056831873.602804138173.6028041381-6.7020809726-0-422.20.0478.5848051285480.5113637958M-SLS 3-390.9538871844-390.9538871844-450.1724147449-402.3680593008-402.3680593008-293.0429623205-195.3308462574-109.2317111117-34.745556883228.127616427979.3878088218119.0350202983147.0692508576163.4905004996168.2987692242161.4940570316143.0763639217113.045689894571.402034949918.1453990881-46.724217691-46.724217691-70.3812168871-0-359.90.0157.5489329929159.6497612829M-SLS 4793.4137380858793.4137380858497.1917792093315.631494756315.631494756180.740375055758.4066687773-51.3696240793-148.5885035141-233.249969527-305.3540221181-364.9006612874-411.8898870349-446.3216993606-468.1960982644-477.5130837464-474.2726558065-458.4748144449-430.1195596614-389.2068914561-335.736809829-335.736809829-221.9282132027-0890.80.0-460.9990180456-471.9088924833M-SLS 5475.4389739762475.4389739762297.217834554223.9783695549223.9783695549200.4290901436176.9372241542153.5027715865130.1257324407106.806106716783.543894414560.339095534237.191710075614.1017380389-8.9308205759-31.905965769-54.8236975402-77.6840158896-100.4869208172-123.232412323-145.9204904069-145.9204904069-120.7700534917-0539.00.00.2241410197-15.0639445774M-SLS 6555.3216838934555.3216838934269.703014879898.746020289298.7460202892-24.0959063851-134.3804196376-232.1075194682-317.2772058771-389.8894788641-449.9443384293-497.4417845727-532.3818172942-554.7644365939-564.5896424718-561.8574349279-546.5678139621-518.7207795745-478.3163317651-425.3544705339-359.8351958808-359.8351958808-233.9774062286-0649.80.0-562.1854626017-565.0888966919M-SLS 7332.7393490167332.7393490167129.721253621134.588832648534.5888326485-10.3138058235-51.4090308738-88.6968425022-122.1772407088-151.8502254935-177.7157968564-199.7739547975-218.0246993168-232.4680304143-243.1039480899-249.9324523437-252.9535431757-252.1672205859-247.5734845742-239.1723351407-226.9637722854-226.9637722854-163.1666944309-0403.60.0M-ULS 11041.52385434341041.5238543434599.5122690911284.7228842619284.722884261913.6815658391-228.5826516619-442.069768241-626.7797838983-782.7126986338-909.8685124475-1008.2472253394-1077.8488373094-1118.6733483576-1130.720758484-1113.9910676885-1068.4842759712-994.2003833321-891.1393897712-759.3012952885-598.6860998839-598.6860998839-361.5127019802-01180.90.0-1129.3753532635-1129.0729179267-1129.4752508697-1101.4177550134M-ULS 2941.2283147802941.2283147802742.2635205044648.2804006517648.2804006517601.1587861795554.0945851291507.0877975005460.1384232937413.2464625088366.4119151457319.6347812044272.9150606849226.2527535873179.6478599115133.100379657586.610312825440.177659415-6.1975805735-52.5154071402-98.775820285-98.775820285-97.1977184307-01010.40.0198.1793708487167.2279545945197.6589607428116.9134535454M-ULS 31041.52385434341041.5238543434599.5122690911284.7228842619284.722884261913.6815658391-228.5826516619-442.069768241-626.7797838983-782.7126986338-909.8685124475-1008.2472253394-1077.8488373094-1118.6733483576-1130.720758484-1113.9910676885-1068.4842759712-994.2003833321-891.1393897712-759.3012952885-598.6860998839-598.6860998839-361.5127019802-01180.90.0-1129.3753532635-1129.0729179267-1129.4752508697-1101.4177550134Pi2756.62756.82757.02757.02757.32757.52757.82758.12758.32758.62758.82759.12759.32759.92760.52761.12761.82762.42763.02763.72763.72764.32764.92759.22759.22759.62760.02759.62760.7Pf2493.32493.52493.72493.72493.92494.22494.42494.62494.92495.12495.42495.62495.82496.32496.92497.52498.12498.72499.32499.92499.92500.52501.12495.72495.82496.12496.52496.12497.1C top @ trans5.9575.9576.0775.6795.6794.7683.9543.2372.6172.0931.6671.3361.1030.9670.9270.9841.1381.3891.7362.1812.7212.7212.9192.3331.0160.998C btm @ trans0.0000.0000.0000.0000.0000.5392.1103.4814.6535.6246.3966.9677.3397.5117.4837.2566.8296.2025.3754.3483.1213.1212.2612.3337.4587.479T top @ trans0.0000.0000.0000.0000.0000.0000.0000.0000.0000.9373.3345.1096.2646.7976.7075.9974.6652.7110.1370.0000.0000.0000.0000.0006.6346.698T btm @ trans9.3849.3849.9967.9467.9463.2570.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000C top, final0.0000.0000.0001.2821.2822.3053.2244.0394.7485.3535.8546.2506.5416.7286.8106.7886.6616.4296.0935.6535.1075.1074.0592.1116.7906.814C btm, final10.60910.6097.4345.4885.4884.2534.0013.7503.5003.2503.0012.7532.5052.2572.0111.7651.5201.2751.0310.7880.5450.5450.8162.1112.1091.945T top, final18.02318.0238.1512.1002.1000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000T btm, final0.0000.0000.0000.0000.0000.0000.0001.5325.1838.29610.87012.90514.40315.36115.78115.66215.00413.80812.0749.8016.9906.9901.5920.00015.67915.802C top, ULS0.0000.0000.0000.0000.0001.9914.0095.7887.3278.6269.68510.50511.08511.42511.52611.38711.00910.3909.5328.4357.0977.0975.1222.11111.51611.283C btm, ULS13.26813.26810.0619.0539.0538.5488.0447.5407.0376.5356.0335.5325.0314.5314.0323.5343.0362.5392.0421.5461.0511.0511.0682.1114.2253.360T top, ULS25.40125.40115.42912.29612.29610.7259.1567.5896.0234.4602.8981.3390.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000T btm, ULS0.0000.0000.0000.0000.0000.0001.38210.53418.45325.13830.58934.80737.79039.54040.05539.33537.38234.19529.77424.12017.23117.2317.0600.00040.00238.796sc final16.0016.0016.0016.0016.0016.0013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.2013.200No Span0Local X00000000000000000000000000000.0000.0000.0000.0000.0000.000profile X000000000000000000000000000000PROFILE300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.0300.00.000.000.000.000.000.00BALANCE0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00X24.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.5Beam000000000000000000000000000M-SLS 10000000000000000000000000000.00.000M-SLS 20000000000000000000000000000.00.000M-SLS 30000000000000000000000000000.00.000M-SLS 40000000000000000000000000000.00.000M-SLS 50000000000000000000000000000.00.000M-SLS 60000000000000000000000000000.00.000M-SLS 70000000000000000000000000000.00.0M-ULS 10000000000000000000000000000.00.000M-ULS 20000000000000000000000000000.00.000M-ULS 30000000000000000000000000000.00.000Pi0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00000.00.00.00.00.00.0Pf0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00000.00.00.00.00.00.0C top @ trans2.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.33300.0000.000C btm @ trans2.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.3332.33300.0000.000T top @ trans0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.000T btm @ trans0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.000C top, final2.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.11100.0000.000C btm, final2.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.11100.0000.000T top, final0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.000T btm, final0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.000C top, ULS2.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.11100.0000.000C btm, ULS2.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.1112.11100.0000.000T top, ULS0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.000T btm, ULS0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00000.0000.000sc final16.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.0016.00INITIAL LIMITS-0.1524.5FINAL LIMITS-0.1524.5M BASE-0.1524.5M GRIDS12.0012.0024.5024.5024.5024.50com10.0210.02ten20.0020.0000-2495.362477.954685381-2495.36083908082477.954685381-2495.36083908082477.954685381ten12.8212.82ProjectSpreadsheets to BS 8110LocationLevel 2 - Beam on Grid 7GRAPH DATA (iii)Made by RMW Job No R68POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997Date26-Nov-99Originated from RCC42.xls on CD 1999 RCCREINFORCED CONCRETE COUNCILMOMENT DIAGRAMSSPAN 1TypiCalc!X-0.15-0.150.150.6751.21.82.433.604.24.85.466.67.27.88.499.610.210.811.32511.85mC/L M'sM-ULS 142.7-270.8-548.7-822.6-1049.9-1230.7-1364.9-1452.6-1493.7-1488.3-1436.2-1337.7-1192.6-1000.9-762.6-477.8-146.5231.4655.91065.51510.8KNm138.81644.5M-ULS 241.9-274.2-554.6-831.5-1061.8-1245.5-1382.7-1473.4-1517.4-1515.0-1465.9-1370.3-1228.2-1039.4-804.2-522.3-193.9181.0602.51009.51452.2KNm138.81585.2M-ULS 3-56.3-148.8-225.8-295.1-344.2-373.3-382.2-371.1-339.9-288.6-217.2-125.7-14.2117.5269.3441.1633.0845.11077.21296.81531.7KNm-27.11601.7TOP M0.042.742.70.00.00.00.00.00.00.00.00.00.00.00.0117.5269.3441.1633.0845.11077.21296.81531.7KNmBTM M0.0-56.3-56.3-274.2-554.6-831.5-1061.8-1245.5-1382.7-1473.4-1517.4-1515.0-1465.9-1370.3-1228.2-1039.4-804.2-522.3-193.90.00.00.00.0KNmfpe1042.11041.91041.71041.41041.11040.91040.61040.41040.11039.91039.81039.71039.61039.51039.41039.31039.21039.11039.01038.91038.9N/mm2dr482.0482.0482.0482.0482.0482.0482.0482.0482.0482.0482.0482.0482.0482.0480.0480.0480.0480.0480.0mmRp0.2160.2510.3250.4310.5880.8171.1251.4351.5461.3531.0270.7400.5350.3950.3000.2340.1860.1510.134fpe/fpu0.5880.5880.5880.5880.5880.5880.5870.5870.5870.5870.5870.5870.5870.5870.5870.5870.5870.5870.5870.5860.586TABLE 4.41a0.9000.8600.8300.7700.6390.0430.0000.0000.0000.0000.0000.2150.7100.8000.8600.9000.9700.9701.0001b0.9200.8800.8500.8100.6930.0470.0000.0000.0000.0000.0000.2330.7700.8300.8800.9200.9900.9901.0002a0.8600.8300.8000.7400.5110.0130.0000.0000.0000.0000.0000.1070.6390.7700.8300.8600.9000.9000.9702b0.8800.8500.8300.7900.5540.0140.0000.0000.0000.0000.0000.1160.6930.8100.8500.8800.9200.9200.990fpb (B)1602.61553.61483.01402.81030.761.90.00.00.00.00.0244.01256.41429.31501.31577.51659.31745.31756.1N/mm2fpb (U)1145.51122.61090.31063.11040.91023.71011.61004.61002.61005.71014.01027.21045.51068.91097.31130.71169.21212.71242.9N/mm2Tendon F2749.32694.32616.82551.42498.22457.02427.92410.92406.12413.82433.52465.32509.32565.32633.42713.72806.02910.52983.0kNRebar F1761.71761.71761.71761.71761.71761.7538.2538.2538.2538.2538.2538.2538.22752.62752.62752.62752.62752.62752.6kNTotal F4511.04456.04378.54313.14259.84218.72966.12949.12944.32952.02971.73003.53047.55317.95386.15466.35558.75663.15735.6kNdn139.23137.53135.14133.12131.48130.2191.5591.0290.8791.1191.7292.7094.06164.13166.24168.71171.56174.79177.02mmMOR TOP0.001362.91362.91323.51208.51053.2929.0832.5760.9257.5229.3222.1235.6270.1326.7407.11293.11418.31580.71778.92017.82192.72252.7kNmM/MOR0.00.00.00.00.00.00.00.00.00.00.00.00.00.30.20.30.40.50.50.60.70.68maxdr480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.00Rp0.1650.1560.1340.1110.0980.0890.0830.0790.0770.0770.0780.0800.0840.0910.1010.1170.1430.1940.3220.5940.827TABLE 4.41a0.9700.9701.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0000.9700.8300.6390.0431b0.9900.9901.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0000.9900.8500.6930.0472a0.9000.9000.9700.9701.0001.0001.0001.0001.0001.0001.0001.0001.0001.0000.9700.9700.9700.9000.8000.5110.0132b0.9200.9200.9900.9901.0001.0001.0001.0001.0001.0001.0001.0001.0001.0000.9900.9900.9900.9200.8300.5540.014fpb (B)1741.41738.21771.41771.41771.41771.41771.41771.41771.41771.41771.41771.41771.41771.41771.41771.41771.41751.51478.01221.577.8N/mm2fpb (U)1134.51141.91164.31196.11222.81244.51261.11272.71279.31280.81277.51269.01255.61237.11213.61185.01151.31112.71069.01038.61028.4N/mm2Tendon F2722.92740.52794.42870.62934.82986.83026.73054.63070.33074.03065.93045.73013.42969.02912.52843.92763.22670.42565.52492.72468.2kNRebar F2752.62752.62752.62752.62752.62752.62752.62752.62752.62752.62752.62752.62752.62752.62752.62752.62752.62752.62752.62752.62752.6kNTotal F5475.55493.15547.05623.25687.45739.45779.45807.25822.95826.65818.55798.35766.05721.75665.25596.65515.95423.15318.25245.35220.9kNdn101.40101.72102.72104.13105.32106.29107.03107.54107.83107.90107.75107.38106.78105.96104.91103.64102.15100.4398.4897.1496.68mmMOR BTM0-1656-1656-1695-1813-1987-2140-2269-2371-2444-2487-2497-2477-2425-2343-2233-2096-1936-1757-1562-1356-1223-1180M/MOR0000011111111000000000.61maxSPAN 20X12.1512.713.2513.87514.515.12515.7516.3751717.62518.2518.87519.520.12520.7521.3752222.62523.2523.87524.5Local X0.150.71.251.8752.53.1253.754.37555.6256.256.8757.58.1258.759.3751010.62511.2511.87512.5M-ULS 11502.21016.2569.2108.8-301.0-660.4-969.2-1227.6-1435.4-1592.7-1699.4-1755.7-1761.4-1716.6-1621.3-1475.5-1279.1-1032.3-734.9-387.011.51641.611.5M-ULS 21401.91158.9932.8696.3481.6288.8117.7-31.6-159.1-264.8-348.7-410.7-451.0-469.5-466.2-441.1-394.2-325.5-235.0-122.711.51471.111.5M-ULS 31502.21016.2569.2108.8-301.0-660.4-969.2-1227.6-1435.4-1592.7-1699.4-1755.7-1761.4-1716.6-1621.3-1475.5-1279.1-1032.3-734.9-387.011.51641.611.5TOP M1502.21158.9932.8696.3481.6288.8117.70.00.00.00.00.00.00.00.00.00.00.00.00.011.5BTM M0.00.00.00.0-301.0-660.4-969.2-1227.6-1435.4-1592.7-1699.4-1755.7-1761.4-1716.6-1621.3-1475.5-1279.1-1032.3-734.9-387.00.0fpe1038.91038.91039.01039.11039.21039.31039.41039.51039.61039.71039.81039.91040.11040.41040.61040.91041.11041.41041.61041.91042.1dr480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0480.0Rp0.1340.1510.1860.2330.2980.3920.5290.7311.0121.3371.5431.4511.1490.8390.6040.4430.3330.2570.217fpe/fpu0.5860.5870.5870.5870.5870.5870.5870.5870.5870.5870.5870.5870.5870.5870.5870.5880.5880.5880.5880.5880.588TABLE 4.41a1.0000.9700.9700.9000.8600.8000.7100.2150.0000.0000.0000.0000.0000.0430.5110.7700.8300.8600.9001b1.0000.9900.9900.9200.8800.8300.7700.2330.0000.0000.0000.0000.0000.0470.5540.8100.8500.8800.9202a0.9700.9000.9000.8600.8300.7700.6390.1070.0000.0000.0000.0000.0000.0130.3580.7400.8000.8300.8602b0.9900.9200.9200.8800.8500.8100.6930.1160.0000.0000.0000.0000.0000.0140.3880.7900.8300.8500.880fpb (B)1756.11745.41660.01578.61503.01431.61271.4283.30.00.00.00.00.037.4947.01393.81476.41546.71600.9fpb (U)1242.91212.71169.51131.21097.91069.61046.31027.91014.51006.11002.71004.31011.01022.61039.31060.91087.51119.01144.6Tendon F2983.02910.62806.82714.92635.02567.02511.02466.92434.82414.62406.42410.42426.42454.42494.32546.12609.92685.62747.1Rebar F2752.62752.62752.62752.62752.62752.6538.2538.2538.2538.2538.2538.2538.22752.62752.62752.62752.62752.62752.6Total F5735.65663.25559.45467.65387.65319.73049.23005.12973.02952.82944.62948.62964.65207.05246.95298.75362.55438.35499.7dn177.03174.79171.59168.75166.29164.1994.1192.7591.7691.1490.8891.0191.50160.71161.94163.54165.51167.85169.74MOR TOP2252.72192.82017.91780.51583.11421.21290.7409.1328.3271.1235.7221.2227.1253.61084.31152.31244.31363.11511.71638.01681.30.70.50.50.40.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.7maxdr484.0484.0484.0484.0484.0484.0484.0484.0484.0484.0484.0484.0484.0484.0484.0484.0484.0484.0484.0484.0484.00Rp0.8270.5940.3220.1940.1440.1170.1010.0910.0850.0800.0780.0770.0770.0790.0820.0880.0970.1100.1310.1550.165TABLE 4.41a0.0430.6390.8300.9701.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0000.9700.9701b0.0470.6930.8500.9901.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0000.9900.9902a0.0130.5110.8000.9000.9700.9700.9701.0001.0001.0001.0001.0001.0001.0001.0001.0001.0000.9700.9700.9000.9002b0.0140.5540.8300.9200.9900.9900.9901.0001.0001.0001.0001.0001.0001.0001.0001.0001.0000.9900.9900.9200.920fpb (B)77.81221.71478.01751.71771.41771.41771.41771.41771.41771.41771.41771.41771.41771.41771.41771.41771.41771.41771.41737.81741.4fpb (U)1028.41038.61068.91112.41150.91184.41212.91236.41255.01268.61277.21280.81279.61273.41262.31246.11225.01198.91167.91142.81134.5Tendon F2468.22492.72565.52669.82762.12842.52910.92967.43012.03044.63065.33074.03071.03056.23029.42990.72940.02877.42802.92742.62722.9Rebar F990.9990.9990.9990.9990.9990.9990.9990.9990.9990.9990.9990.9990.9990.9990.9990.9990.9990.9990.9990.9990.9Total F3459.23483.63556.43660.73753.13833.43901.93958.44002.94035.64056.24064.94062.04047.14020.43981.63931.03868.43793.83733.53713.9dn64.0664.5165.8667.7969.5070.9972.2673.3074.1374.7375.1275.2875.2274.9574.4573.7372.8071.6470.2669.1468.78MOR BTM-479.9-523.4-659.1-664.2-878.0-1078.7-1261.6-1423.0-1559.6-1668.9-1748.8-1797.9-1815.7-1801.9-1756.9-1681.9-1578.5-1449.0-1296.4-1129.9-1125.60.000.000.000.000.340.610.770.860.920.950.970.980.970.950.920.880.810.710.570.340.000.98maxProjectSpreadsheets to BS 8110LocationLevel 2 - Beam on Grid 7GRAPH DATA (iv)Made by RMW Job No R68POST-TENSIONED ANALYSIS & DESIGN to BS 8110:1997Date26-Nov-99Originated from RCC42.xls on CD 1999 RCCREINFORCED CONCRETE COUNCIL0NO SPAN 3X24.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.524.5Local X00000000000000000000000M-ULS 10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0M-ULS 20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0M-ULS 30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0TOP M11.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.50.0BTM M0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0fpe0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0dr-45.0-45.0-45.0-45.0-45.0-43.0-43.0-43.0-43.0-43.0-43.0-43.0-43.0-43.0-43.0-43.0-43.0-43.0-43.0Rp0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000fpe/fpu0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000TABLE 4.41a0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0001b0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0002a0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0002b0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000fpb (B)0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0fpb (U)0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Tendon F0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Rebar F2752.62752.62752.62752.62752.62752.6538.2538.2538.2538.2538.2538.2538.20.00.00.00.00.00.0Total F0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0dn0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00MOR TOP1681.31681.31681.31681.31681.31681.31681.31681.31681.31681.31681.31681.31681.31681.31681.31681.31681.31681.31681.31681.31681.31681.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0maxdr-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.0-45.00Rp0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000TABLE 4.41a0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0001b0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0002a0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0002b0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000fpb (B)0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0fpb (U)0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Tendon F0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Rebar F0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Total F0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0dn0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00MOR BTM-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.6-1125.60.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0maxDEFLECTIONTransfer 1000.001.072.173.434.615.686.577.267.727.937.907.617.106.385.504.483.402.321.300.540.00Final 1000.00-1.79-3.46-5.14-6.57-7.73-8.61-9.22-9.56-9.62-9.43-9.00-8.35-7.52-6.52-5.40-4.20-2.97-1.75-0.750.00Transfer 2000.000.611.452.583.815.066.247.298.168.819.209.329.158.707.977.005.824.473.011.500.00Final 2000.00-1.20-2.74-4.65-6.62-8.58-10.43-12.10-13.52-14.64-15.41-15.78-15.75-15.27-14.34-12.97-11.15-8.90-6.26-3.260.00Transfer 30000000000000000000000000Final 30000000000000000000000000LIMIT0121224.524.524.5GRIDS121224.524.524.524.5-48.0-48.0-50.0-50.00.00.0-17.363386532910.3-17.363386532910.3-17.363386532910.3SHEAR FORCE DIAGRAMSLocal X000000120000012.5000000X00000012121212121224.524.524.524.524.524.524.524.5ULS 10.0650.5650.5650.5650.5650.5-901.4938.7938.7938.7938.7938.7-677.90000000.0ULS 20.0655.4655.4655.4655.4655.4-896.5465.6465.6465.6465.6465.6-232.00000000.0ULS 30.0199.1199.1199.1199.1199.1-470.6938.7938.7938.7938.7938.7-677.90000000.0BEAM024.5GRIDS121224.524.524.524.5001126.4558802847-1081.73939393561126.4558802847-1081.73939393561126.4558802847-1081.7393939356
Print Sheet
DisclaimerAll advice or information from the British Cement Association and/or Reinforced Concrete Council is intended for those who will evaluate the significance and limitations of its contents and take responsibility for its use and application. No liability (including that for negligence) for any loss resulting from such advice or information is accepted by the BCA, RCC or their subcontractors, suppliers or advisors. Users should note that all BCA software and publications are subject to revision from time to time and should therefore ensure that they are in possession of the latest version.
This spreadsheet should be used in compliance with the accompanying publication 'Spreadsheets for concrete design to BS 8110 & EC2' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS.Status of spreadsheetPublic release version.Revision history RCC42 Post tensioned Analysis & DesignDateVersionActionSize (kB)36378.0RCC42 v1.0First public release. Includes b version comments1647
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