Cover

Criteria

Load CalDESIGN LOADS FOR SLAB ON GRADESLAB ON PILES: Depth = 400 mmLength =100mLOAD CASES1. Dead Load and Super Imposed Dead Load, D1.1 Super Structure (Slab)Depth0.4mTotal DL for Slab =9.8kN/m21.2 Super Imposed DLRails w/Fastener =4.01kN/m2Signaling (kN/m) =0.04kN/m2Power Cable (kN/m) =0.15kN/m2Drainage (kN/m) =0.08kN/m2Catenary Pole (kN) =0.03kN/m2Other (Parapet, Plinth, Concrete Cable Box) (kN/m) =1.52kN/m2Ballast9.00kN/m2SDL =14.83kN/m21.3 Total Dsup+SDL =24.63kN/m2=2.51t/m22. Impact Factor For LL, ff =1.303. Live load (LL)P = 20 TonArea Load For 6.4 t/m=2.98t/m2Area Load For 20 t=5.81t/m2PILE SPACINGLongitudinal Dir. =2.50mTransverse Dir. =2.50m

1.6PPPP1.61.60.80.86.4 T/m6.4 T/mNo LimitationNo Limitation2.000.32.00+0.075+0.075=2.154:1Slab ModelDL+SDLLLImpact For LL

Analysis ResultsC O L U M N S P R I N G R E A C T I O N SCOLUMNGRID IGRID JLOADFZMXMY4812S163.528.981-11.1042416S1152.920-20.92974110S163.52-8.981-11.104342S1151.5313.9230.291446S1330.790-0.4295410S1151.53-13.9230.291672S1143.4114.2950.207776S1325.7900.2668710S1143.41-14.2950.2079102S1142.5714.369-0.02710106S1324.620-0.042121010S1142.57-14.369-0.02714132S1142.7614.3350.00121136S1324.8200.009251310S1142.76-14.3350.00126162S1142.7614.351-6.94E-0427166S1324.830-0.005281610S1142.76-14.351-6.94E-0429192S1142.7614.3445.02E-0430196S1324.8200.002311910S1142.76-14.3445.02E-0432222S1142.7614.347-2.41E-0433226S1324.820-0.001342210S1142.76-14.347-2.41E-0435252S1142.7614.3461.05E-0440256S1324.8204.49E-04412510S1142.76-14.3461.05E-0442282S1142.7614.346-4.34E-0543286S1324.820-1.86E-04442810S1142.76-14.346-4.34E-0545312S1142.7614.3461.16E-0546316S1324.8204.98E-05473110S1142.76-14.3461.16E-0549342S1142.7614.3461.25E-0550346S1324.8205.36E-05513410S1142.76-14.3461.25E-0552372S1142.7614.346-4.92E-0553376S1324.820-1.97E-04543710S1142.76-14.346-4.92E-0555402S1142.7614.3471.33E-0456406S1324.8204.89E-04574010S1142.76-14.3471.33E-0458432S1142.7614.345-9.11E-0559436S1324.820-9.97E-04604310S1142.76-14.345-9.11E-0561462S1142.7714.349-0.00162466S1324.840-1.98E-04634610S1142.77-14.349-0.00164492S1142.814.3460.00465496S1324.8604.34E-04664910S1142.8-14.3460.00467522S1141.7114.4580.13868526S1324.0500.066695210S1141.71-14.4580.13870552S1141.4615.652-0.30171556S1336.220-2.116725510S1141.46-15.652-0.30173582S1158.5420.143-1.04175586S1433.160-5.222765810S1158.54-20.143-1.04177622S1167.9722.683078626S1479.600MAX = 50 Ton/Pile796210S1167.97-22.683080662S1158.5420.1431.04181666S1433.1605.222826610S1158.54-20.1431.04183692S1141.4615.6520.30184696S1336.2202.116856910S1141.46-15.6520.30186722S1141.7114.458-0.13887726S1324.050-0.066887210S1141.71-14.458-0.13889752S1142.814.346-0.00490756S1324.860-4.34E-04917510S1142.8-14.346-0.00492782S1142.7714.3490.00193786S1324.8401.98E-04947810S1142.77-14.3490.00195812S1142.7614.3459.11E-0596816S1324.8209.97E-04978110S1142.76-14.3459.11E-0598842S1142.7614.347-1.33E-0499846S1324.820-4.89E-041008410S1142.76-14.347-1.33E-04101872S1142.7614.3464.92E-05102876S1324.8201.97E-041038710S1142.76-14.3464.92E-05104902S1142.7614.346-1.25E-05105906S1324.820-5.36E-051069010S1142.76-14.346-1.25E-05107932S1142.7614.346-1.16E-05108936S1324.820-4.98E-051099310S1142.76-14.346-1.16E-05110962S1142.7614.3464.34E-05111966S1324.8201.86E-041129610S1142.76-14.3464.34E-05113992S1142.7614.346-1.05E-04114996S1324.820-4.49E-041159910S1142.76-14.346-1.05E-041161022S1142.7614.3472.41E-041171026S1324.8200.00111810210S1142.76-14.3472.41E-041191052S1142.7614.344-5.02E-041201056S1324.820-0.00212110510S1142.76-14.344-5.02E-041221082S1142.7614.3516.94E-041231086S1324.8300.00512410810S1142.76-14.3516.94E-041251112S1142.7614.335-0.0011261116S1324.820-0.00912711110S1142.76-14.335-0.0011281142S1142.5714.3690.0271291146S1324.6200.04213011410S1142.57-14.3690.0271311172S1143.4114.295-0.2071321176S1325.790-0.26613311710S1143.41-14.295-0.2071341202S1151.5313.923-0.2911351206S1330.7900.42913612010S1151.53-13.923-0.2911371232S163.528.98111.1041381236S1152.92020.92913912310S163.52-8.98111.104

Slab DesignSLAB DESIGNMax. Allowable Load on pile =50Ton/PilePile Spacing =2.50x2.50S L A B S E C T I O N P R O P E R T I E SSECTIONELASTICPOISSONSSLABSLABSLABUNITLABELMODULUSRATIOTHICKIITHICKJJTHICKIJWEIGHTSLAB1250000000.20.40.40.424X - S T R I P R E I N F O R C I N G (for whole strip in Sq-mm)X-STRIPSTRIPSTATIONTOP-REBARTOP-REBARBOT-REBARBOT-REBARIDWIDTHX-ORDINATELEFT OF XRIGHT OF XLEFT OF XRIGHT OF X196.6049154915196.6149154915196.620049154915196.634915491549154915196.630049154915196.6449154915196.654915491549154915196.6649154915196.670049154915196.684915491549154915196.680049154915196.69049154915196.6104915491549154915196.611049154915196.612049154915196.6134915491549154915196.613049154915196.614049154915196.6154915491549154915196.616049154915196.617049154915196.6184915491549154915196.618049154915196.619049154915196.6204915491549154915196.621049154915196.622049154915196.6234915491549154915196.623049154915196.624049154915196.6254915491549154915196.626049154915196.627049154915196.6284915491549154915196.628049154915196.629049154915196.6304915491549154915196.631049154915196.632049154915196.6334915491549154915196.633049154915X-STRIPSTRIPSTATIONTOP-REBARTOP-REBARBOT-REBARBOT-REBARIDWIDTHX-ORDINATELEFT OF XRIGHT OF XLEFT OF XRIGHT OF X196.634049154915196.6354915491549154915196.636049154915196.637049154915196.6384915491549154915196.638049154915196.639049154915196.6404915491549154915196.641049154915196.642049154915196.6434915491549154915196.643049154915196.644049154915196.64549154915514915196.6460049154915196.6470491549154915196.6484915491549154915196.6484915491500196.64849154915196.6490049154915196.6504915491549154915196.6510049154915196.65249154915196.6524915491500196.6534915491549154915196.6534915049154915196.6540049154915196.65549154915491551196.656049154915196.657049154915196.6584915491549154915196.658049154915196.659049154915196.6604915491549154915196.661049154915196.662049154915196.6634915491549154915196.663049154915196.664049154915196.6654915491549154915196.666049154915196.667049154915196.6684915491549154915196.668049154915196.669049154915196.6704915491549154915196.671049154915196.672049154915196.6734915491549154915196.673049154915196.674049154915196.6754915491549154915196.676049154915196.677049154915X-STRIPSTRIPSTATIONTOP-REBARTOP-REBARBOT-REBARBOT-REBARIDWIDTHX-ORDINATELEFT OF XRIGHT OF XLEFT OF XRIGHT OF X196.6784915491549154915196.678049154915196.679049154915196.6804915491549154915196.681049154915196.682049154915196.6834915491549154915196.683049154915196.684049154915196.6854915491549154915196.686049154915196.687049154915196.6884915491549154915196.688049154915196.689049154915196.6904915491549154915196.691049154915196.6920049154915196.6934915491549154915196.6930049154915196.69449154915196.6954915491549154915196.69649154915196.6970049154915196.6984915491549154915196.6980049154915196.69949154915196.610049154915Y - S T R I P R E I N F O R C I N G (for whole strip in Sq-mm)Y-STRIPSTRIPSTATIONTOP-REBARTOP-REBARBOT-REBARBOT-REBARIDWIDTHY-ORDINATELEFT OF YRIGHT OF YLEFT OF YRIGHT OF Y201000.007446374463201000.75744637446300201001.49007446374463201002.23007446374463201002.767446307446374463201003.3074463744637446374463201003.840744637446374463201004.38007446374463201005.11007446374463201005.85744637446300201006.607446374463P U N C H I N G S H E A R S T R E S S C H E C KPOINTXYRATIOCOMBOVMAXVCAP4800.750.262U238614742403.30.6U288414747405.850.262U2386147432.50.750.181U2242133742.53.30.385U2425110552.55.850.181U22421337650.750.162U22381474753.30.363U25341474855.850.162U2238147497.50.750.161U22371474107.53.30.362U25331474127.55.850.161U2237147414100.750.161U2237147421103.30.362U2533147425105.850.161U223714742612.50.750.161U223814742712.53.30.362U253314742812.55.850.161U2238147429150.750.161U2237147430153.30.362U2533147431155.850.161U223714743217.50.750.161U223814743317.53.30.362U253314743417.55.850.161U2238147435200.750.161U2237147440203.30.362U2533147441205.850.161U223714744222.50.750.161U223714744322.53.30.362U253314744422.55.850.161U2237147445250.750.161U2237147446253.30.362U2533147447255.850.161U223714744927.50.750.161U223714745027.53.30.362U253314745127.55.850.161U2237147452300.750.161U2237147453303.30.362U2533147454305.850.161U223714745532.50.750.161U223714745632.53.30.362U253314745732.55.850.161U2237147458350.750.161U2237147459353.30.362U2533147460355.850.161U223714746137.50.750.161U223814746237.53.30.362U253314746337.55.850.161U2238147464400.750.161U2238147465403.30.362U2533147466405.850.161U223814746742.50.750.16U223514746842.53.30.361U253214746942.55.850.16U2235147470450.750.162U2239147471453.30.382U25631474POINTXYRATIOCOMBOVMAXVCAP72455.850.162U223914747347.50.750.196U228914747547.53.30.523U277114747647.55.850.196U2289147477500.750.213U2314147478503.30.578U2852147479505.850.213U231414748052.50.750.193U228414748152.53.30.503U274114748252.55.850.193U2284147483550.750.161U2238147484553.30.374U2551147485555.850.161U223814748657.50.750.16U223614748757.53.30.361U253214748857.55.850.16U2236147489600.750.161U2238147490603.30.362U2533147491605.850.161U223814749262.50.750.161U223814749362.53.30.362U253314749462.55.850.161U2238147495650.750.161U2237147496653.30.362U2533147497655.850.161U223714749867.50.750.161U223714749967.53.30.362U2533147410067.55.850.161U22371474101700.750.161U22371474102703.30.362U25331474103705.850.161U2237147410472.50.750.161U2237147410572.53.30.362U2533147410672.55.850.161U22371474107750.750.161U22371474108753.30.362U25331474109755.850.161U2237147411077.50.750.161U2237147411177.53.30.362U2533147411277.55.850.161U22371474113800.750.161U22371474114803.30.362U25331474115805.850.161U2237147411682.50.750.161U2237147411782.53.30.362U2533147411882.55.850.161U22371474119850.750.161U22371474120853.30.362U25331474121855.850.161U2237147412287.50.750.161U2238147412387.53.30.362U2533147412487.55.850.161U22381474125900.750.161U22371474126903.30.362U25331474127905.850.161U2237147412892.50.750.161U2237147412992.53.30.362U25331474POINTXYRATIOCOMBOVMAXVCAP13092.55.850.161U22371474131950.750.162U22391474132953.30.363U25361474133955.850.162U2239147413497.50.750.177U2236133313597.53.30.379U2418110413697.55.850.177U223613331371000.750.267U239314741381003.30.593U287314741391005.850.267U23931474

Design SummaryDESIGN SUMMARYPile :Spun Pile f 600 mm.Pile Spacing (Max.) :2.50x2.50 m.Slab Thickness :0.40 m.Slab Top Rebar :DB 16 @ 250 mm. Both in Longitudinal & Transverse Dir.Slab Bottom Rebar :DB 16 @ 250 mm. Both in Longitudinal & Transverse Dir.

Sheet1Width6.600mNo. of Tracks =1

MBD000650AA.docSLAB ON GRADE CALCULATION REPORT

DESIGN CONSIDERATIONS

1. Unit

All units are in metric system.

Dimension: m

Force: kN

Stress: MPa

2. Materials

Concrete

= 35 MPa

Ec = 25,000 MPa

Reinforcement Steel

fy = 390 MPa

Es = 200,000 MPa

3. Load Combination

Service stage: S1 = D+L+I

Ultimate stage: U1 = 1.3D+2.17(L+I)

4. Code Reference

ACI 318-02

_1204607529.unknown

MBD000B1351.unknown

MBD00062AEA.docSLAB ON GRADE

CALCULATION REPORT

PLAN IMPROVEMENT FOR THE RED LINE MASS TRANSIT

BANG SUE RANGSIT AND BANG SUE STATION PROJECT