PART 1 NodeL/CForce-Y kNMoment-X kNmMoment-Z
kNm118237.8942.934-6.93219216.9822.956.76720248.9492.946-20.67121220.026-10.419-6.94822245.90616.315-6.95723221.912.9366.78724253.8782.932-20.65225224.954-10.433-6.92826250.83416.301-6.937218649.162186.316-1.25219617.489172.50766.70520619.592169.586-69.25421605.3471.566-1.26822631.741270.527-1.2823648.111187.77666.72724650.214184.856-69.23225635.96286.835-1.24726662.363285.796-1.258318649.688186.4961.21419620.13169.75669.21220617.936172.665-66.73621605.82671.6671.24322632.241270.7551.23323650.786185.04269.18824648.591187.951-66.7625636.48186.9521.21926662.896286.041.209418238.1412.9346.95219249.1472.94620.68820217.2622.95-6.74321220.259-10.4276.9722246.14916.3236.97523254.0842.93220.66824222.1992.936-6.76325225.196-10.4416.9526251.08616.3096.955518220.923-1.894-12.59519209.506-1.8662.75420215.25-1.894-25.77221192.193-17.523-11.67422232.56413.763-11.34423218.051-1.881.66824223.795-1.908-26.85825200.737-17.537-12.7626241.10813.749-12.43618221.035-1.89412.62419215.347-1.89425.79820209.613-1.866-2.72721192.281-17.53211.70122232.67913.77211.3723223.903-1.90826.88624218.168-1.88-1.63825200.837-17.54612.78926241.23413.75812.459718220.0781.864-12.56719208.6771.8512.77120214.4751.848-25.73921231.637-13.8-11.31622191.51417.498-11.65223217.1791.8651.68824222.9771.862-26.82225240.14-13.785-12.39926200.01617.513-12.735818220.191.86412.59619214.5711.84825.76520208.7831.851-2.74421231.752-13.80911.34222191.60217.50711.67923223.0841.86226.85124217.2961.865-1.65925240.265-13.79412.42826200.11617.52212.764918237.234-2.896-6.9319216.328-2.96.78120248.346-2.922-20.68121245.398-16.287-6.95522219.27510.465-6.94523221.225-2.8856.80124253.243-2.907-20.66125250.295-16.272-6.93526224.17210.48-6.9251018649.344-186.241-1.25319617.675-172.4366.76620619.762-169.527-69.31621631.921-270.459-1.2822605.516-71.497-1.26923648.3-187.69266.78824650.387-184.789-69.29425662.546-285.722-1.25926636.141-86.76-1.2481118649.87-186.4211.21519620.301-169.69769.27420618.122-172.588-66.79721632.422-270.6871.23322606.002-71.5981.24423650.96-184.97669.25124648.781-187.867-66.8225663.08-285.9661.2126636.66-86.8771.221218237.481-2.8966.9519248.543-2.92220.69820216.607-2.9-6.75721245.642-16.2956.97322219.50810.4736.96823253.448-2.90720.67824221.513-2.885-6.77725250.548-16.286.95326224.41410.4886.948
PART 2NodeL/CForce-Y kNMoment-X kNmMoment-Z
kNm5318103.4220.2290.2181991.5510.1038.10620105.4570.454-7.9942193.765-10.4630.1322103.24311.02-0.0192396.4690.0538.26824110.3750.404-7.8322598.683-10.5130.29326108.16110.970.1445418103.958-0.021-0.08219105.9970.2298.1272092.069-0.176-7.9712194.238-11.0480.15522103.82811.1010.00123110.9220.1827.9672496.994-0.224-8.1312599.163-11.096-0.00526108.75311.054-0.1595518141.6894.646-4.74419129.645.1916.58920146.0334.269-16.18521133.433-2.947-4.65422142.2412.408-4.94223133.4925.1076.64324149.8854.184-16.1325137.285-3.032-4.626146.09212.323-4.8875618269.1676.555-2.66319262.126.62210.97820259.2846.786-16.0621254.608-3.85-2.30522266.79517.258-2.77723270.5856.47310.85624267.7496.638-16.18225263.073-3.999-2.42726275.26117.11-2.8995718321.9485.1442.40619307.5334.91915.63520307.8545.245-10.92921306.641-7.0632.47922308.74517.2262.22723321.7874.98115.68824322.1085.307-10.87625320.895-72.5322632317.2892.285818299.1634.551-0.31519284.9744.713.00720284.7314.274-13.47121283.908-7.914-0.06222285.79716.888-0.40223299.2844.76412.92324299.0424.338-13.55425298.219-7.85-0.14526300.10716.952-0.4855918232.1454.1580.56119223.3524.41413.62520224.5644.178-12.59321216.671-8.3620.68722231.24516.9540.34523231.5394.27713.6724232.7514.04-12.54825224.858-8.4990.73226239.43216.8160.396018288.2375.146-0.59319268.1795.24112.8320282.8265.207-14.08121259.578-11.337-0.46322291.42721.785-0.78923280.9145.16312.86224295.5615.129-14.04925272.313-11.415-0.4326304.16221.707-0.7566118187.0665.4726.0519193.8194.92617.40520164.4126.086-5.27821163.586-9.2666.19722194.64520.2785.93123201.7694.89217.39124172.3626.053-5.29225171.536-9.36.18326202.59520.2455.9176218178.107-3.159-4.61619164.549-2.7156.24320179.92-3.825-15.64221164.736-12.451-4.6222179.7345.911-4.77923170.422-2.6046.32724185.792-3.714-15.55925170.608-12.339-4.53726185.6066.022-4.6966318288.933-6.084-3.15119277.09-6.2889.93920274.282-6.261-15.97821265.931-18.756-2.9922285.4416.206-3.04923290.337-6.0989.80824287.529-6.071-16.10925279.177-18.565-3.12126298.6886.397-3.186418235.893-4.2426.36219223.389-4.5619.11120223.945-4.148-6.34821212.005-17.6156.522235.338.9076.26323235.615-4.44719.09124236.171-4.036-6.36725224.231-17.5036.48126247.5569.026.2446518232.685-3.766-4.37919220.606-3.6588.32920220.124-4.104-17.0621208.08-17.442-4.28922232.659.681-4.44223232.926-3.5428.31624232.444-3.989-17.07325220.4-17.327-4.30226244.979.796-4.4566618267.649-3.6480.78619254.401-3.71713.35520255.374-3.995-11.84321242.332-18.9980.83622267.44311.2860.67623267.162-3.50913.38524268.135-3.787-11.81325255.094-18.790.86626280.20411.4940.7066718316.378-4.257-0.38519292.997-4.35112.47120306.901-4.411-13.37721286.951-24.496-0.37422312.94715.734-0.53223309.426-4.22712.53924323.33-4.288-13.30925303.38-24.373-0.30626329.37615.858-0.4646818215.465-4.0215.78519219.867-4.79616.73320192.267-3.365-5.09421195.194-22.0855.88422216.94113.9245.75523229.266-4.73716.69924201.665-3.305-5.12825204.592-22.0265.8526226.33913.9845.7216918179.0572.828-4.94719165.13.4955.32720181.2782.379-15.39421180.647-6.242-5.0922165.73212.116-4.97723170.9683.3875.41424187.1462.27-15.30725186.514-6.351-5.00326171.59912.008-4.897018224.324-1.336-0.25919212.535-1.16812.05120209.541-1.086-12.3221221.071-13.466-0.20322201.00511.212-0.06723225.821-1.37711.92624222.827-1.295-12.44425234.357-13.675-0.32726214.29211.003-0.1917118244.462.990.88119231.6713.0512.94920231.7883.421-11.14621242.775-9.9840.84622220.68416.4560.95623244.4022.80512.92824244.5183.175-11.16725255.506-10.230.82626233.41416.210.9367218238.88-0.928-0.28619225.88-0.46311.75620226.199-0.904-12.33121237.524-14.263-0.34522214.55412.896-0.2323238.72-0.70711.75724239.039-1.148-12.3325250.365-14.507-0.34426227.39512.652-0.2297318237.387-1.0310.24719224.696-0.69412.23520224.708-0.97-11.80521237.274-15.9440.15522212.1314.2790.27523237.381-0.89312.26724237.393-1.169-11.77325249.959-16.1420.18726224.81514.0810.3077418274.4683.6110.00419258.6273.81512.11320263.0353.761-12.32621279.963-16.047-0.16122241.69823.622-0.05123272.2643.63912.22324276.6723.584-12.21525293.6-16.223-0.05126255.33523.4460.0597518183.4053.2975.32919186.2392.67515.78620168.2094.1-5.0121194.891-14.3145.34522159.55721.095.4323192.422.58415.72724174.3894.009-5.06925201.072-14.4055.28726165.73820.9995.3717618143.074-4.725-5.34619132.85-4.342.96420145.648-5.286-13.77821143.705-12.489-5.59522134.7932.864-5.2223136.675-4.2533.02524149.473-5.198-13.71725147.529-12.402-5.53426138.6182.951-5.1587718210.147-0.850.37919202.67-1.03410.31920200.264-0.963-9.39621207.294-11.3260.24522195.6419.3290.67823211.35-0.88510.23624208.944-0.814-9.47925215.974-11.1770.16226204.3219.4780.5957818229.822-4.540.14319221.505-4.8179.91120221.65-4.504-9.59921227.915-15.744-0.05522215.246.4230.36623229.75-4.6979.89824229.895-4.384-9.61225236.16-15.624-0.06826223.4846.5430.3547918205.163-0.4850.06919196.745-0.4229.81920196.935-0.791-9.68721203.419-11.951-0.14422190.2610.7370.27623205.068-0.39.82224205.259-0.669-9.68425211.743-11.829-0.14126198.58410.860.2798018204.302-0.4610.05719196.153-0.5129.78320195.941-0.741-9.71321203.34-13.243-0.17522188.75411.9890.24523204.408-0.3469.80524204.196-0.575-9.69125211.595-13.077-0.15326197.00912.1550.2678118232.514-4.396-0.08719222.588-4.5339.72520225.469-4.576-10.06221233.815-21.227-0.37622214.24212.1180.03923231.074-4.3759.80624233.955-4.417-9.9825242.301-21.069-0.29526222.72812.2760.1218218140.367-4.7245.27219143.383-5.41113.73220130-4.219-3.09821145.415-19.685.14222127.96810.0515.49223147.058-5.3213.68824133.675-4.127-3.14325149.091-19.5895.09826131.64310.1425.447
F1_C1_N1COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED & FUEL
SAMPLING LABCOSTN OF ROLE EQPT BAY, REFULLER PARKING SHED &
FUEL SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of
Footing F11SOIL DESIGNMxx
Footing markF1MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd30030011.81ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A1.9611ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.4613ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.4614ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!118173.5483.726-5.117OKOK17ERROR:#REF!19158.3483.484.30218ERROR:#REF!20177.5113.977-14.596OKOK19ERROR:#REF!21152.165-7.182-5.10920ERROR:#REF!22183.69414.64-5.185Safe
& OK21ERROR:#REF!23163.9663.4774.332Safe &
OK22ERROR:#REF!24183.1293.975-14.566Safe &
OK23ERROR:#REF!25157.783-7.185-5.07924ERROR:#REF!26189.31214.637-5.15525ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!115.408.15-11.1988.5428ERROR:#REF!107.647.619.4180.7929ERROR:#REF!117.428.70-31.9290.5730ERROR:#REF!104.49-15.70-11.1777.6431ERROR:#REF!120.5832.01-11.3493.7232ERROR:#REF!110.517.609.4783.6633ERROR:#REF!120.298.69-31.8593.4334ERROR:#REF!107.36-15.71-11.1180.5035ERROR:#REF!123.4432.01-11.2796.5936ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!112.36134.7496.06118.4440ERROR:#REF!124.66105.85109.4490.6341ERROR:#REF!94.20158.0376.81140.6442ERROR:#REF!77.6199.96109.02131.3743ERROR:#REF!141.25163.9377.2399.9044ERROR:#REF!127.59108.64112.3893.4445ERROR:#REF!97.13160.8379.75143.4546ERROR:#REF!80.54102.75111.96134.1747ERROR:#REF!144.18166.7280.17102.7148ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =134.74< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =96.06>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=166.72< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL +
Eq =76.81> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!85.503107.88169.20991.58659ERROR:#REF!97.80678.99282.58763.77460ERROR:#REF!67.347131.17849.955113.78661ERROR:#REF!50.76073.10282.168104.51162ERROR:#REF!114.396137.07150.37273.04763ERROR:#REF!100.73181.78785.52666.58164ERROR:#REF!70.275133.97552.892116.59165ERROR:#REF!53.68575.89785.106107.318117.321139.86553.31175.855
Max. Pressure for DL + LL =107.88< 180Min. Pressure for DL +
LL =69.21> 0.0
Max. Pressure for DL + LL + Eq =139.86< 225Min. Pressure for
DL + LL + Eq =49.96> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu167.84Xumax/d =0.48Net
Cantilever for X direction in mmCxx475.00Net Cantilever for Z
direction in mmCzz475.00
Moment @ X direction in Kn-met.Muxx26.51=Pu x Cxx2/21.0Resisting
width of Section in mmbx1400Pad FootingDepth Required in mm for
Mxx74dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz26.51=Pu x Czz2/2Resisting
width of Section in mmbz1400Depth Required in mm for Mzz74dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD400400Effective Depth in
mm (Second Layer)deff=400-50-10-5 =335.00335.00.2% Steel Required
for Mxx Ptxx0.05Area of Steel Required in mm2Astxx221.00= pt x b x
d /100Minimum Stell Required in mm2Astmin938.00
DiaNos.1.71012942.48c/cOK1000.00108942.480.2% Steel Required for
MzzPtzz0.05Area of Steel Required in mm2Astzz221.00Minimum Stell
Required in
mm2Astmin938.00DiaNos.10131021.02c/c1.7OK1000.001001021.023ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx32.90Resisting width at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.20Shear strength of
Concrete in N/mm2tc0.33( IS-456,2000, Page -73)14.4Actual Shear
Stress N/mm2tv0.0714.4tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz32.90Resisting widh at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.3Actual Shear
Stress N/mm2tv0.0713.3tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1225.54Resisting widht
at a dist. deff/2 in mmBr23140.00Effective depth at a dist. deff/2
in mmdeff2335.00335.0Actual Shear Stress N/mm2tv0.21Shear strength
of Concrete in N/mm2Ks x tc1.25001.500335.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m30.780.784
Volume of Frustum in m3V10.236weight of SteelVolume of Pad in
m3V20.290.53Total Weight of Steel in Kg.26.20Nos. of
Footing1Excavation7.68met3Concrete0.784met3Steel26.2028462263kg
F1_C1_N2COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED & FUEL
SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of Footing
F11SOIL DESIGNMxx
Footing markF1MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd30030011.81ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A1.9611ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.4613ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.4614ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!218227.8023.2172.67OKOK17ERROR:#REF!19209.463.47914.44118ERROR:#REF!20224.3563.092-8.964OKOK19ERROR:#REF!21201.393-7.3562.11120ERROR:#REF!22232.42313.9283.367Safe
& OK21ERROR:#REF!23220.3533.41114.372Safe &
OK22ERROR:#REF!24235.253.024-9.033Safe &
OK23ERROR:#REF!25212.286-7.4252.04224ERROR:#REF!26243.31713.8593.29825ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!145.857.035.84116.2328ERROR:#REF!136.497.6131.58106.8729ERROR:#REF!144.096.76-19.60114.4730ERROR:#REF!132.37-16.084.62102.7531ERROR:#REF!148.2130.457.36118.5832ERROR:#REF!142.057.4631.43112.4333ERROR:#REF!149.656.61-19.75120.0334ERROR:#REF!137.93-16.244.47108.3135ERROR:#REF!153.7630.307.21124.1436ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!158.72147.04144.65132.9840ERROR:#REF!175.67112.52160.4697.3141ERROR:#REF!131.25170.45117.73156.9342ERROR:#REF!120.91111.67153.07143.8443ERROR:#REF!186.02171.30125.11110.3944ERROR:#REF!180.93118.08166.01103.1645ERROR:#REF!136.51176.01123.28162.7946ERROR:#REF!126.16117.23158.63149.7047ERROR:#REF!191.28176.86130.67116.2548ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =158.72< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =132.98>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=191.28< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL +
Eq =97.31> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!129.098117.422115.029103.35359ERROR:#REF!146.05182.898130.83767.68460ERROR:#REF!101.628140.82988.106127.30761ERROR:#REF!91.28382.051123.452114.22062ERROR:#REF!156.400141.67695.49180.76663ERROR:#REF!151.30988.458136.39273.54164ERROR:#REF!106.886146.38993.662133.16565ERROR:#REF!96.53987.609129.010120.080161.657147.234101.04986.626
Max. Pressure for DL + LL =129.10< 180Min. Pressure for DL +
LL =103.35> 0.0
Max. Pressure for DL + LL + Eq =161.66< 225Min. Pressure for
DL + LL + Eq =67.68> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu193.99Xumax/d =0.48Net
Cantilever for X direction in mmCxx475.00Net Cantilever for Z
direction in mmCzz475.00
Moment @ X direction in Kn-met.Muxx30.64=Pu x Cxx2/21.0Resisting
width of Section in mmbx1400Pad FootingDepth Required in mm for
Mxx80dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz30.64=Pu x Czz2/2Resisting
width of Section in mmbz1400Depth Required in mm for Mzz80dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD400400Effective Depth in
mm (Second Layer)deff=400-50-10-5 =335.00335.00.2% Steel Required
for Mxx Ptxx0.05Area of Steel Required in mm2Astxx255.75= pt x b x
d /100Minimum Stell Required in mm2Astmin938.00
DiaNos.1.71012942.48c/cOK1000.00108942.480.2% Steel Required for
MzzPtzz0.05Area of Steel Required in mm2Astzz255.75Minimum Stell
Required in
mm2Astmin938.00DiaNos.10131021.02c/c1.7OK1000.001001021.023ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx38.02Resisting width at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.20Shear strength of
Concrete in N/mm2tc0.33( IS-456,2000, Page -73)14.4Actual Shear
Stress N/mm2tv0.0814.4tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz38.02Resisting widh at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.3Actual Shear
Stress N/mm2tv0.0813.3tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1260.68Resisting widht
at a dist. deff/2 in mmBr23140.00Effective depth at a dist. deff/2
in mmdeff2335.00335.0Actual Shear Stress N/mm2tv0.25Shear strength
of Concrete in N/mm2Ks x tc1.25001.500335.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m30.780.784
Volume of Frustum in m3V10.236weight of SteelVolume of Pad in
m3V20.290.53Total Weight of Steel in Kg.26.20Nos. of
Footing1Excavation7.68met3Concrete0.784met3Steel26.2028462263kg
F1_C1_N3COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED & FUEL
SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of Footing
F11SOIL DESIGNMxx
Footing markF1MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd30030011.81ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A1.9611ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.4613ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.4614ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!31867.4722.481.211OKOK17ERROR:#REF!1982.1712.78811.03418ERROR:#REF!2047.5732.26-8.567OKOK19ERROR:#REF!2151.906-7.1860.96320ERROR:#REF!2277.83812.2351.504Safe
& OK21ERROR:#REF!2384.7712.74311.011Safe &
OK22ERROR:#REF!2450.1732.216-8.59Safe &
OK23ERROR:#REF!2554.506-7.2310.9424ERROR:#REF!2680.43812.191.48125ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!55.875.422.6534.4228ERROR:#REF!63.376.1024.1341.9229ERROR:#REF!45.714.94-18.7324.2730ERROR:#REF!47.93-15.712.1126.4831ERROR:#REF!61.1626.753.2939.7132ERROR:#REF!64.696.0024.0843.2533ERROR:#REF!47.044.85-18.7825.6034ERROR:#REF!49.25-15.812.0627.8135ERROR:#REF!62.4826.653.2441.0436ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!63.9458.6453.0947.8040ERROR:#REF!93.5945.3481.4033.1441ERROR:#REF!31.9269.3922.0459.5142ERROR:#REF!34.3230.1165.7461.5343ERROR:#REF!91.2084.6237.6931.1144ERROR:#REF!94.7746.6182.7734.6245ERROR:#REF!33.1070.6723.4160.9846ERROR:#REF!35.5031.3967.1263.0147ERROR:#REF!92.3885.9039.0732.5948ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =63.94< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =47.80>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=94.77< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL + Eq
=22.04> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!42.49537.19931.65026.35459ERROR:#REF!72.14723.89359.95511.70160ERROR:#REF!10.48147.9460.59838.06361ERROR:#REF!12.8768.66444.30140.09062ERROR:#REF!69.75563.17816.2499.67263ERROR:#REF!73.32525.17261.32913.17664ERROR:#REF!11.66149.2271.97039.53665ERROR:#REF!14.0539.94345.67641.56570.93364.45617.62411.147
Max. Pressure for DL + LL =42.50< 180Min. Pressure for DL +
LL =26.35> 0.0
Max. Pressure for DL + LL + Eq =73.32< 225Min. Pressure for
DL + LL + Eq =0.60> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu87.99Xumax/d =0.48Net Cantilever
for X direction in mmCxx475.00Net Cantilever for Z direction in
mmCzz475.00
Moment @ X direction in Kn-met.Muxx13.90=Pu x Cxx2/21.0Resisting
width of Section in mmbx1400Pad FootingDepth Required in mm for
Mxx54dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz13.90=Pu x Czz2/2Resisting
width of Section in mmbz1400Depth Required in mm for Mzz54dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD400400Effective Depth in
mm (Second Layer)deff=400-50-10-5 =335.00335.00.1% Steel Required
for Mxx Ptxx0.02Area of Steel Required in mm2Astxx115.43= pt x b x
d /100Minimum Stell Required in mm2Astmin938.00
DiaNos.1.71012942.48c/cOK1000.00108942.480.1% Steel Required for
MzzPtzz0.02Area of Steel Required in mm2Astzz115.43Minimum Stell
Required in
mm2Astmin938.00DiaNos.10131021.02c/c1.7OK1000.001001021.023ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx17.25Resisting width at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.20Shear strength of
Concrete in N/mm2tc0.33( IS-456,2000, Page -73)14.4Actual Shear
Stress N/mm2tv0.0414.4tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz17.25Resisting widh at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.3Actual Shear
Stress N/mm2tv0.0413.3tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1118.24Resisting widht
at a dist. deff/2 in mmBr23140.00Effective depth at a dist. deff/2
in mmdeff2335.00335.0Actual Shear Stress N/mm2tv0.11Shear strength
of Concrete in N/mm2Ks x tc1.25001.500335.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m30.780.784
Volume of Frustum in m3V10.236weight of SteelVolume of Pad in
m3V20.290.53Total Weight of Steel in Kg.26.20Nos. of
Footing1Excavation7.68met3Concrete0.784met3Steel26.2028462263kg
F1_C1_N4COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED & FUEL
SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of Footing
F11SOIL DESIGNMxx
Footing markF1MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd30030011.81ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A1.9611ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.4613ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.4614ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!418109.333.923-1.467OKOK17ERROR:#REF!1986.2773.6898.44118ERROR:#REF!20122.8294.245-11.407OKOK19ERROR:#REF!2195.81-6-1.63120ERROR:#REF!22113.29613.934-1.335Safe
& OK21ERROR:#REF!2391.0543.6458.457Safe &
OK22ERROR:#REF!24127.6064.201-11.391Safe &
OK23ERROR:#REF!25100.587-6.044-1.61624ERROR:#REF!26118.07413.891-1.31925ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!79.368.58-3.2155.7828ERROR:#REF!67.608.0718.4644.0229ERROR:#REF!86.259.28-24.9462.6730ERROR:#REF!72.46-13.12-3.5748.8831ERROR:#REF!81.3830.47-2.9257.8032ERROR:#REF!70.037.9718.4946.4633ERROR:#REF!88.689.19-24.9165.1134ERROR:#REF!74.90-13.22-3.5351.3235ERROR:#REF!83.8230.37-2.8860.2436ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!84.7391.1467.5773.9940ERROR:#REF!94.1257.2177.9941.0741ERROR:#REF!70.59120.4752.02101.9142ERROR:#REF!55.7762.9182.0189.1543ERROR:#REF!108.93114.7748.0053.8344ERROR:#REF!96.5059.5180.5643.5745ERROR:#REF!72.96122.7854.59104.4046ERROR:#REF!58.1565.2284.5891.6547ERROR:#REF!111.31117.0850.5656.3348ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =91.14< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =67.57>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=122.78< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL +
Eq =41.07> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!61.15167.56643.99550.41059ERROR:#REF!70.54233.62854.41017.49660ERROR:#REF!47.00896.89228.44378.32861ERROR:#REF!32.19739.32958.43665.56962ERROR:#REF!85.35391.19124.41730.25563ERROR:#REF!72.91835.93456.97819.99464ERROR:#REF!49.38499.19831.01280.82765ERROR:#REF!34.57141.63861.00268.06987.73293.50026.98432.752
Max. Pressure for DL + LL =67.57< 180Min. Pressure for DL +
LL =43.99> 0.0
Max. Pressure for DL + LL + Eq =99.20< 225Min. Pressure for
DL + LL + Eq =17.50> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu119.04Xumax/d =0.48Net
Cantilever for X direction in mmCxx475.00Net Cantilever for Z
direction in mmCzz475.00
Moment @ X direction in Kn-met.Muxx18.80=Pu x Cxx2/21.0Resisting
width of Section in mmbx1400Pad FootingDepth Required in mm for
Mxx62dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz18.80=Pu x Czz2/2Resisting
width of Section in mmbz1400Depth Required in mm for Mzz62dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD400400Effective Depth in
mm (Second Layer)deff=400-50-10-5 =335.00335.00.1% Steel Required
for Mxx Ptxx0.03Area of Steel Required in mm2Astxx156.38= pt x b x
d /100Minimum Stell Required in mm2Astmin938.00
DiaNos.1.71012942.48c/cOK1000.00108942.480.1% Steel Required for
MzzPtzz0.03Area of Steel Required in mm2Astzz156.38Minimum Stell
Required in
mm2Astmin938.00DiaNos.10131021.02c/c1.7OK1000.001001021.023ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx23.33Resisting width at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.20Shear strength of
Concrete in N/mm2tc0.33( IS-456,2000, Page -73)14.4Actual Shear
Stress N/mm2tv0.0514.4tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz23.33Resisting widh at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.3Actual Shear
Stress N/mm2tv0.0513.3tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1159.96Resisting widht
at a dist. deff/2 in mmBr23140.00Effective depth at a dist. deff/2
in mmdeff2335.00335.0Actual Shear Stress N/mm2tv0.15Shear strength
of Concrete in N/mm2Ks x tc1.25001.500335.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m30.780.784
Volume of Frustum in m3V10.236weight of SteelVolume of Pad in
m3V20.290.53Total Weight of Steel in Kg.26.20Nos. of
Footing1Excavation7.68met3Concrete0.784met3Steel26.2028462263kg
F1_C1_N9 COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED &
FUEL SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of
Footing F11SOIL DESIGNMxx
Footing markF1MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd30030011.81ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A1.9611ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.4613ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.4614ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!918186.989-2.881-4.048OKOK17ERROR:#REF!19164.772-3.2785.8718ERROR:#REF!20182.101-2.556-14.248OKOK19ERROR:#REF!21165.674-15.673-4.04120ERROR:#REF!22181.1989.839-4.337Safe
& OK21ERROR:#REF!23178.324-3.2426.011Safe &
OK22ERROR:#REF!24195.653-2.52-14.107Safe &
OK23ERROR:#REF!25179.227-15.637-3.924ERROR:#REF!26194.7519.875-4.19625ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!122.94-6.30-8.8595.4028ERROR:#REF!111.61-7.1712.8484.0729ERROR:#REF!120.45-5.59-31.1592.9130ERROR:#REF!112.07-34.27-8.8484.5331ERROR:#REF!119.9921.51-9.4892.4532ERROR:#REF!118.52-7.0913.1490.9833ERROR:#REF!127.36-5.51-30.8599.8234ERROR:#REF!118.98-34.19-8.5391.4435ERROR:#REF!126.9021.59-9.1799.3636ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!107.79125.49120.39138.0940ERROR:#REF!117.2891.60131.61105.9441ERROR:#REF!83.71146.0194.88157.1942ERROR:#REF!68.9686.63137.50155.1743ERROR:#REF!132.02150.9988.99107.9644ERROR:#REF!124.5898.29138.75112.4745ERROR:#REF!91.01152.70102.03163.7246ERROR:#REF!76.2693.32144.65161.7047ERROR:#REF!139.32157.6796.14114.4948ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =138.09< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =107.79>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=163.72< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL +
Eq =68.96> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!80.25297.95492.851110.55359ERROR:#REF!89.73564.064104.07078.40060ERROR:#REF!56.165118.47467.343129.65261ERROR:#REF!41.42159.093109.962127.63462ERROR:#REF!104.479123.44561.45180.41763ERROR:#REF!97.03670.749111.21484.92764ERROR:#REF!63.467125.15974.487136.17965ERROR:#REF!48.72365.778117.106134.162111.780130.13068.59586.945
Max. Pressure for DL + LL =110.55< 180Min. Pressure for DL +
LL =80.25> 0.0
Max. Pressure for DL + LL + Eq =136.18< 225Min. Pressure for
DL + LL + Eq =41.42> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu165.83Xumax/d =0.48Net
Cantilever for X direction in mmCxx475.00Net Cantilever for Z
direction in mmCzz475.00
Moment @ X direction in Kn-met.Muxx26.19=Pu x Cxx2/21.0Resisting
width of Section in mmbx1400Pad FootingDepth Required in mm for
Mxx74dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz26.19=Pu x Czz2/2Resisting
width of Section in mmbz1400Depth Required in mm for Mzz74dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD400400Effective Depth in
mm (Second Layer)deff=400-50-10-5 =335.00335.00.2% Steel Required
for Mxx Ptxx0.05Area of Steel Required in mm2Astxx218.33= pt x b x
d /100Minimum Stell Required in mm2Astmin938.00
DiaNos.1.71012942.48c/cOK1000.00108942.480.2% Steel Required for
MzzPtzz0.05Area of Steel Required in mm2Astzz218.33Minimum Stell
Required in
mm2Astmin938.00DiaNos.10131021.02c/c1.7OK1000.001001021.023ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx32.50Resisting width at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.20Shear strength of
Concrete in N/mm2tc0.33( IS-456,2000, Page -73)14.4Actual Shear
Stress N/mm2tv0.0714.4tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz32.50Resisting widh at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.3Actual Shear
Stress N/mm2tv0.0713.3tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1222.84Resisting widht
at a dist. deff/2 in mmBr23140.00Effective depth at a dist. deff/2
in mmdeff2335.00335.0Actual Shear Stress N/mm2tv0.21Shear strength
of Concrete in N/mm2Ks x tc1.25001.500335.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m30.780.784
Volume of Frustum in m3V10.236weight of SteelVolume of Pad in
m3V20.290.53Total Weight of Steel in Kg.26.20Nos. of
Footing1Excavation7.68met3Concrete0.784met3Steel26.2028462263kg
F1_C1_N10COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED &
FUEL SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of
Footing F11SOIL DESIGNMxx
Footing markF1MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd30030011.81ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A1.9611ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.4613ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.4614ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z kNmNot
OkOK16ERROR:#REF!1018312.728-2.110.534OKOK17ERROR:#REF!19280.275-2.1612.78618ERROR:#REF!20280.364-2.148-11.745OKOK19ERROR:#REF!21272.188-14.3960.70520ERROR:#REF!22288.45110.0880.335Safe
& OK21ERROR:#REF!23312.683-2.11612.8Safe &
OK22ERROR:#REF!24312.773-2.104-11.731Safe &
OK23ERROR:#REF!25304.596-14.3520.71924ERROR:#REF!26320.85910.1320.34925ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!175.51-4.611.17159.5628ERROR:#REF!158.95-4.7227.96143.0029ERROR:#REF!159.00-4.70-25.68143.0430ERROR:#REF!154.83-31.481.54138.8731ERROR:#REF!163.1222.060.73147.1732ERROR:#REF!175.49-4.6327.99159.5333ERROR:#REF!175.53-4.60-25.65159.5834ERROR:#REF!171.36-31.381.57155.4135ERROR:#REF!179.6622.150.76163.7036ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!172.06169.73181.29178.9640ERROR:#REF!182.19126.27191.63135.7241ERROR:#REF!128.62179.98138.01189.3842ERROR:#REF!124.89121.81187.85184.7643ERROR:#REF!185.92184.45141.80140.3344ERROR:#REF!198.85142.87208.10152.1345ERROR:#REF!145.28196.58154.48205.7946ERROR:#REF!141.55138.41204.32201.1747ERROR:#REF!202.58201.05158.27156.7448ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =181.29< 180kN/m2180.0Not
Ok51ERROR:#REF!Min. Pressure for DL + LL =169.73>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=208.10< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL +
Eq =121.81> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!156.109153.774165.336163.00159ERROR:#REF!166.232110.317175.678119.76360ERROR:#REF!112.665164.028122.058173.42161ERROR:#REF!108.935105.852171.891168.80862ERROR:#REF!169.960168.495125.843124.37863ERROR:#REF!182.894126.917192.147136.17164ERROR:#REF!129.327180.628138.528189.83065ERROR:#REF!125.596122.452188.360185.216186.621185.095142.312140.786
Max. Pressure for DL + LL =165.34< 180Min. Pressure for DL +
LL =153.77> 0.0
Max. Pressure for DL + LL + Eq =192.15< 225Min. Pressure for
DL + LL + Eq =105.85> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu248.00Xumax/d =0.48Net
Cantilever for X direction in mmCxx475.00Net Cantilever for Z
direction in mmCzz475.00
Moment @ X direction in Kn-met.Muxx39.17=Pu x Cxx2/21.0Resisting
width of Section in mmbx1400Pad FootingDepth Required in mm for
Mxx90dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz39.17=Pu x Czz2/2Resisting
width of Section in mmbz1400Depth Required in mm for Mzz90dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD400400Effective Depth in
mm (Second Layer)deff=400-50-10-5 =335.00335.00.2% Steel Required
for Mxx Ptxx0.07Area of Steel Required in mm2Astxx327.81= pt x b x
d /100Minimum Stell Required in mm2Astmin938.00
DiaNos.1.71012942.48c/cOK1000.00108942.480.2% Steel Required for
MzzPtzz0.07Area of Steel Required in mm2Astzz327.81Minimum Stell
Required in
mm2Astmin938.00DiaNos.10131021.02c/c1.7OK1000.001001021.023ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx48.61Resisting width at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.20Shear strength of
Concrete in N/mm2tc0.33( IS-456,2000, Page -73)14.4Actual Shear
Stress N/mm2tv0.1014.4tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz48.61Resisting widh at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.3Actual Shear
Stress N/mm2tv0.1013.3tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1333.26Resisting widht
at a dist. deff/2 in mmBr23140.00Effective depth at a dist. deff/2
in mmdeff2335.00335.0Actual Shear Stress N/mm2tv0.32Shear strength
of Concrete in N/mm2Ks x tc1.25001.500335.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m30.780.784
Volume of Frustum in m3V10.236weight of SteelVolume of Pad in
m3V20.290.53Total Weight of Steel in Kg.26.20Nos. of
Footing1Excavation7.68met3Concrete0.784met3Steel26.2028462263kg
F1_C1_N12 COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED &
FUEL SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of
Footing F11SOIL DESIGNMxx
Footing markF1MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd30030011.81ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A1.9611ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.4613ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.4614ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!121865.0490.099-0.625OKOK17ERROR:#REF!1952.993-0.2039.04518ERROR:#REF!2068.9340.423-10.486OKOK19ERROR:#REF!2178.078-10.668-0.40820ERROR:#REF!2243.84910.888-1.033Safe
& OK21ERROR:#REF!2357.079-0.2159.14Safe &
OK22ERROR:#REF!2473.0190.412-10.391Safe &
OK23ERROR:#REF!2582.164-10.68-0.31324ERROR:#REF!2647.93510.877-0.93825ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!54.510.22-1.3733.1928ERROR:#REF!48.36-0.4419.7827.0429ERROR:#REF!56.490.92-22.9335.1730ERROR:#REF!61.15-23.33-0.8939.8431ERROR:#REF!43.6923.81-2.2622.3732ERROR:#REF!50.44-0.4719.9929.1233ERROR:#REF!58.570.90-22.7237.2534ERROR:#REF!63.24-23.35-0.6841.9235ERROR:#REF!45.7823.78-2.0524.4636ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!53.3656.0952.9255.6640ERROR:#REF!67.6928.1368.5829.0241ERROR:#REF!34.4980.3432.6478.4942ERROR:#REF!36.9438.7283.5985.3743ERROR:#REF!65.2469.7617.6222.1444ERROR:#REF!69.9629.9970.9030.9345ERROR:#REF!36.7582.2034.9580.3946ERROR:#REF!39.2040.5785.9187.2847ERROR:#REF!67.5171.6119.9424.0448ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =56.09< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =52.92>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=87.28< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL + Eq
=17.62> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!32.03834.77131.60534.33859ERROR:#REF!46.3716.81647.2597.70360ERROR:#REF!13.16759.02411.31757.17461ERROR:#REF!15.61717.40162.27064.05462ERROR:#REF!43.92148.438-3.6940.82363ERROR:#REF!48.6378.66649.5779.60764ERROR:#REF!15.43560.87613.63359.07565ERROR:#REF!17.88319.25264.58965.95846.18950.291-1.3782.724
Max. Pressure for DL + LL =34.77< 180Min. Pressure for DL +
LL =31.61> 0.0
Max. Pressure for DL + LL + Eq =65.96< 225Min. Pressure for
DL + LL + Eq =-3.69> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu79.15Xumax/d =0.48Net Cantilever
for X direction in mmCxx475.00Net Cantilever for Z direction in
mmCzz475.00
Moment @ X direction in Kn-met.Muxx12.50=Pu x Cxx2/21.0Resisting
width of Section in mmbx1400Pad FootingDepth Required in mm for
Mxx51dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz12.50=Pu x Czz2/2Resisting
width of Section in mmbz1400Depth Required in mm for Mzz51dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD400400Effective Depth in
mm (Second Layer)deff=400-50-10-5 =335.00335.00.1% Steel Required
for Mxx Ptxx0.02Area of Steel Required in mm2Astxx103.78= pt x b x
d /100Minimum Stell Required in mm2Astmin938.00
DiaNos.1.71012942.48c/cOK1000.00108942.480.1% Steel Required for
MzzPtzz0.02Area of Steel Required in mm2Astzz103.78Minimum Stell
Required in
mm2Astmin938.00DiaNos.10131021.02c/c1.7OK1000.001001021.023ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx15.51Resisting width at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.20Shear strength of
Concrete in N/mm2tc0.33( IS-456,2000, Page -73)14.4Actual Shear
Stress N/mm2tv0.0314.4tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz15.51Resisting widh at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.3Actual Shear
Stress N/mm2tv0.0313.3tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1106.36Resisting widht
at a dist. deff/2 in mmBr23140.00Effective depth at a dist. deff/2
in mmdeff2335.00335.0Actual Shear Stress N/mm2tv0.10Shear strength
of Concrete in N/mm2Ks x tc1.25001.500335.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m30.780.784
Volume of Frustum in m3V10.236weight of SteelVolume of Pad in
m3V20.290.53Total Weight of Steel in Kg.26.20Nos. of
Footing1Excavation7.68met3Concrete0.784met3Steel26.2028462263kg
F1_C1_N13 COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED &
FUEL SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of
Footing F11SOIL DESIGNMxx
Footing markF1MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd30030011.81ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.401.40ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A1.9611ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.4613ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.4614ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!1318134.8180.0290.313OKOK17ERROR:#REF!19122.9420.04212.28818ERROR:#REF!20122.8510.067-11.682OKOK19ERROR:#REF!21139.941-10.4650.68220ERROR:#REF!22105.85210.575-0.076Safe
& OK21ERROR:#REF!23134.8630.01712.298Safe &
OK22ERROR:#REF!24134.7720.041-11.672Safe &
OK23ERROR:#REF!25151.863-10.4910.69224ERROR:#REF!26117.77310.549-0.06625ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!93.660.060.6868.7828ERROR:#REF!87.600.0926.8762.7329ERROR:#REF!87.560.15-25.5462.6830ERROR:#REF!96.28-22.881.4971.4031ERROR:#REF!78.8823.12-0.1754.0132ERROR:#REF!93.690.0426.8968.8133ERROR:#REF!93.640.09-25.5268.7634ERROR:#REF!102.36-22.941.5177.4835ERROR:#REF!84.9723.07-0.1460.0936ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!94.4193.0494.2892.9240ERROR:#REF!114.5660.83114.3860.6441ERROR:#REF!62.16113.2561.87112.9542ERROR:#REF!74.8971.90120.65117.6743ERROR:#REF!101.84102.1755.6055.9344ERROR:#REF!120.6166.83120.5466.7645ERROR:#REF!68.21119.2568.03119.0746ERROR:#REF!80.9377.91126.81123.7947ERROR:#REF!107.89108.1861.7662.0448ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =94.41< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =92.92>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=126.81< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL +
Eq =55.60> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!69.53368.16469.40668.03759ERROR:#REF!89.68635.94989.50235.76560ERROR:#REF!37.28288.36936.98988.07661ERROR:#REF!50.00747.02595.77292.79062ERROR:#REF!76.96377.29530.71731.04963ERROR:#REF!95.73541.95495.66141.88064ERROR:#REF!43.32994.37343.15094.19365ERROR:#REF!56.05553.028101.93498.90883.01083.29936.87837.166
Max. Pressure for DL + LL =69.53< 180Min. Pressure for DL +
LL =68.04> 0.0
Max. Pressure for DL + LL + Eq =101.93< 225Min. Pressure for
DL + LL + Eq =30.72> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu122.32Xumax/d =0.48Net
Cantilever for X direction in mmCxx475.00Net Cantilever for Z
direction in mmCzz475.00
Moment @ X direction in Kn-met.Muxx19.32=Pu x Cxx2/21.0Resisting
width of Section in mmbx1400Pad FootingDepth Required in mm for
Mxx63dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz19.32=Pu x Czz2/2Resisting
width of Section in mmbz1400Depth Required in mm for Mzz63dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD400400Effective Depth in
mm (Second Layer)deff=400-50-10-5 =335.00335.00.1% Steel Required
for Mxx Ptxx0.03Area of Steel Required in mm2Astxx160.72= pt x b x
d /100Minimum Stell Required in mm2Astmin938.00
DiaNos.1.71012942.48c/cOK1000.00108942.480.1% Steel Required for
MzzPtzz0.03Area of Steel Required in mm2Astzz160.72Minimum Stell
Required in
mm2Astmin938.00DiaNos.10131021.02c/c1.7OK1000.001001021.023ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx23.97Resisting width at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.20Shear strength of
Concrete in N/mm2tc0.33( IS-456,2000, Page -73)14.4Actual Shear
Stress N/mm2tv0.0514.4tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz23.97Resisting widh at dist. deff in
mmBr11400.00150.0150Effective depth at a dist deff in
mmdeff1335.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.3Actual Shear
Stress N/mm2tv0.0513.3tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1164.37Resisting widht
at a dist. deff/2 in mmBr23140.00Effective depth at a dist. deff/2
in mmdeff2335.00335.0Actual Shear Stress N/mm2tv0.16Shear strength
of Concrete in N/mm2Ks x tc1.25001.500335.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m30.780.784
Volume of Frustum in m3V10.236weight of SteelVolume of Pad in
m3V20.290.53Total Weight of Steel in Kg.26.20Nos. of
Footing1Excavation7.68met3Concrete0.784met3Steel26.2028462263kg
F2_C1_N50 COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED &
FUEL SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of
Footing F11SOIL DESIGNMxx
Footing markF2MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd35035013.78ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD500.00500ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.501.50ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.551.55ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.1ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A2.3311ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.6013ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.5814ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!5018218.8015.976-4.612OKOK17ERROR:#REF!19174.9023.517.83118ERROR:#REF!20245.6458.444-26.99OKOK19ERROR:#REF!21188.352-17.175-5.21220ERROR:#REF!22232.19429.118-3.947Safe
& OK21ERROR:#REF!23183.4293.50417.799Safe &
OK22ERROR:#REF!24254.1738.448-27.022Safe &
OK23ERROR:#REF!25196.88-17.171-5.24424ERROR:#REF!26240.72229.122-3.97925ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!121.529.95-7.9394.1128ERROR:#REF!102.645.8330.6875.2329ERROR:#REF!133.0614.06-46.43105.6530ERROR:#REF!108.42-28.60-8.9781.0131ERROR:#REF!127.2848.48-6.7999.8732ERROR:#REF!106.305.8330.6278.8933ERROR:#REF!136.7314.07-46.49109.3234ERROR:#REF!112.09-28.59-9.0284.6835ERROR:#REF!130.9548.49-6.85103.5436ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!123.53139.40103.63119.5040ERROR:#REF!139.1477.79127.4966.1341ERROR:#REF!100.69193.5672.57165.4442ERROR:#REF!70.8688.79128.05145.9843ERROR:#REF!168.97182.5572.0185.5944ERROR:#REF!142.7681.52131.0969.8545ERROR:#REF!104.31197.2976.18169.1646ERROR:#REF!74.4892.52131.66149.7047ERROR:#REF!172.59186.2875.6289.3148ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =139.40< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =103.63>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=197.29< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL +
Eq =66.13> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!96.123111.99276.22492.09359ERROR:#REF!111.73150.377100.07638.72260ERROR:#REF!73.278166.14745.161138.02961ERROR:#REF!43.45061.383100.640118.57462ERROR:#REF!141.557155.13844.59858.17963ERROR:#REF!115.35054.106103.68242.43864ERROR:#REF!76.898169.87748.767141.74665ERROR:#REF!47.06965.113104.246122.290145.177158.86848.20561.896
Max. Pressure for DL + LL =111.99< 180Min. Pressure for DL +
LL =76.22> 0.0
Max. Pressure for DL + LL + Eq =169.88< 225Min. Pressure for
DL + LL + Eq =38.72> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu203.85Xumax/d =0.48Net
Cantilever for X direction in mmCxx525.00Net Cantilever for Z
direction in mmCzz525.00
Moment @ X direction in Kn-met.Muxx42.14=Pu x Cxx2/21.0Resisting
width of Section in mmbx1500Pad FootingDepth Required in mm for
Mxx90dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz43.54=Pu x Czz2/2Resisting
width of Section in mmbz1550Depth Required in mm for Mzz90dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD450450Effective Depth in
mm (Second Layer)deff=450-50-10-5 =385.00385.00.2% Steel Required
for Mxx Ptxx0.05Area of Steel Required in mm2Astxx306.00= pt x b x
d /100Minimum Stell Required in mm2Astmin1155.00
DiaNos.1.912111244.07c/cOK1000.001271244.070.2% Steel Required
for MzzPtzz0.05Area of Steel Required in mm2Astzz316.20Minimum
Stell Required in
mm2Astmin1193.50DiaNos.12111244.07c/c1.8OK1000.001321244.073ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx42.81Resisting width at dist. deff in
mmBr11500.00150.0150Effective depth at a dist deff in
mmdeff1385.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.5Actual Shear
Stress N/mm2tv0.0713.5tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz44.24Resisting widh at dist. deff in
mmBr11550.00150.0150Effective depth at a dist deff in
mmdeff1385.00in mm% Steel at a dist deffPt10.21Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.9Actual Shear
Stress N/mm2tv0.0713.9tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1323.31Resisting widht
at a dist. deff/2 in mmBr23440.00Effective depth at a dist. deff/2
in mmdeff2385.00385.0Actual Shear Stress N/mm2tv0.24Shear strength
of Concrete in N/mm2Ks x tc1.25001.400385.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m31.051.04625
Volume of Frustum in m3V10.336weight of SteelVolume of Pad in
m3V20.350.68Total Weight of Steel in Kg.35.65Nos. of
Footing1Excavation8.925met3Concrete1.04625met3Steel35.6457354688kg
F2_C1_N51 COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED &
FUEL SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of
Footing F21SOIL DESIGNMxx
Footing markF2MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd35035013.78ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD500.00500ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.501.50ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.551.55ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.1ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A2.3311ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.6013ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.5814ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!5118282.7770.2450.284OKOK17ERROR:#REF!19269.42-0.3227.16618ERROR:#REF!20258.3541.319-26.57OKOK19ERROR:#REF!21251.809-11.031-0.43720ERROR:#REF!22275.96512.0311.034Safe
& OK21ERROR:#REF!23288.31-0.57427.152Safe &
OK22ERROR:#REF!24277.2431.065-26.584Safe &
OK23ERROR:#REF!25270.699-11.286-0.45124ERROR:#REF!26294.85511.7771.0225ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!151.790.410.49121.6228ERROR:#REF!146.04-0.5346.74115.8829ERROR:#REF!141.282.20-45.71111.1230ERROR:#REF!138.47-18.37-0.75108.3031ERROR:#REF!148.8620.031.78118.6932ERROR:#REF!154.17-0.9646.71124.0033ERROR:#REF!149.411.77-45.74119.2434ERROR:#REF!146.59-18.79-0.78116.4335ERROR:#REF!156.9819.611.75126.8236ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!152.68151.71151.87150.8940ERROR:#REF!192.2598.77193.3199.8441ERROR:#REF!97.77189.1993.37184.8042ERROR:#REF!119.35120.85156.08157.5943ERROR:#REF!170.67167.11130.61127.0544ERROR:#REF!199.92106.50201.84108.4145ERROR:#REF!105.44196.92101.90193.3746ERROR:#REF!127.03128.58164.61166.1647ERROR:#REF!178.34174.83139.13135.6248ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =152.68< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =150.89>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=201.84< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL +
Eq =93.37> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!122.521121.544121.705120.72859ERROR:#REF!162.08468.610163.15069.67560ERROR:#REF!67.604159.02863.212154.63661ERROR:#REF!89.18790.691125.919127.42362ERROR:#REF!140.504136.947100.44396.88563ERROR:#REF!169.76276.336171.67378.24764ERROR:#REF!75.282166.75371.735163.20765ERROR:#REF!96.86398.415134.444135.996148.182144.672108.966105.457
Max. Pressure for DL + LL =122.52< 180Min. Pressure for DL +
LL =120.73> 0.0
Max. Pressure for DL + LL + Eq =171.67< 225Min. Pressure for
DL + LL + Eq =63.21> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu206.01Xumax/d =0.48Net
Cantilever for X direction in mmCxx525.00Net Cantilever for Z
direction in mmCzz525.00
Moment @ X direction in Kn-met.Muxx42.59=Pu x Cxx2/21.0Resisting
width of Section in mmbx1500Pad FootingDepth Required in mm for
Mxx91dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz44.01=Pu x Czz2/2Resisting
width of Section in mmbz1550Depth Required in mm for Mzz91dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD450450Effective Depth in
mm (Second Layer)deff=450-50-10-5 =385.00385.00.2% Steel Required
for Mxx Ptxx0.05Area of Steel Required in mm2Astxx309.26= pt x b x
d /100Minimum Stell Required in mm2Astmin1155.00
DiaNos.1.912111244.07c/cOK1000.001271244.070.2% Steel Required
for MzzPtzz0.05Area of Steel Required in mm2Astzz319.57Minimum
Stell Required in
mm2Astmin1193.50DiaNos.12121357.17c/c1.8OK1000.001211357.173ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx43.26Resisting width at dist. deff in
mmBr11500.00150.0150Effective depth at a dist deff in
mmdeff1385.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.5Actual Shear
Stress N/mm2tv0.0713.5tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz44.70Resisting widh at dist. deff in
mmBr11550.00150.0150Effective depth at a dist deff in
mmdeff1385.00in mm% Steel at a dist deffPt10.23Shear strength of
Concrete in N/mm2tc0.35( IS-456,2000, Page -73)12.8Actual Shear
Stress N/mm2tv0.0712.8tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1326.73Resisting widht
at a dist. deff/2 in mmBr23440.00Effective depth at a dist. deff/2
in mmdeff2385.00385.0Actual Shear Stress N/mm2tv0.25Shear strength
of Concrete in N/mm2Ks x tc1.25001.400385.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m31.051.04625
Volume of Frustum in m3V10.336weight of SteelVolume of Pad in
m3V20.350.68Total Weight of Steel in Kg.37.24Nos. of
Footing1Excavation8.925met3Concrete1.04625met3Steel37.2438008198kg
F2_C1_N52COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED &
FUEL SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of
Footing F21SOIL DESIGNMxx
Footing markF2MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd35035013.78ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD500.00500ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.501.50ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.551.55ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.1ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A2.3311ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.6013ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.5814ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!5218273.3510.103-0.218OKOK17ERROR:#REF!19252.7020.29426.45118ERROR:#REF!20258.3120.444-26.857OKOK19ERROR:#REF!21244.518-9.809-0.90620ERROR:#REF!22266.49710.5470.5Safe
& OK21ERROR:#REF!23270.5460.02826.436Safe &
OK22ERROR:#REF!24276.1560.178-26.872Safe &
OK23ERROR:#REF!25262.361-10.075-0.92124ERROR:#REF!26284.34110.2810.48525ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!147.330.17-0.38117.5728ERROR:#REF!138.450.4945.51108.6929ERROR:#REF!140.860.74-46.21111.1030ERROR:#REF!134.93-16.33-1.56105.1731ERROR:#REF!144.3817.560.86114.6232ERROR:#REF!146.120.0545.48116.3633ERROR:#REF!148.530.30-46.23118.7834ERROR:#REF!142.60-16.77-1.58112.8435ERROR:#REF!152.0517.120.83122.3036ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!147.12147.87146.78147.5340ERROR:#REF!184.4493.43183.4692.4541ERROR:#REF!95.39187.8093.91186.3342ERROR:#REF!117.04120.15149.70152.8243ERROR:#REF!162.80161.08127.68125.9644ERROR:#REF!191.65100.69191.56100.5945ERROR:#REF!102.60195.06102.01194.4746ERROR:#REF!124.24127.41157.79160.9647ERROR:#REF!170.01168.34135.77134.1048ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =147.87< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =146.78>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=195.06< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL +
Eq =92.45> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!117.367118.117117.024117.77459ERROR:#REF!154.68663.671153.70762.69260ERROR:#REF!65.636158.04764.157156.56861ERROR:#REF!87.27990.396119.942123.05962ERROR:#REF!133.043131.32297.92396.20263ERROR:#REF!161.89270.929161.79970.83664ERROR:#REF!72.842165.30572.249164.71265ERROR:#REF!94.48597.654128.033131.202140.249138.580106.014104.346
Max. Pressure for DL + LL =118.12< 180Min. Pressure for DL +
LL =117.02> 0.0
Max. Pressure for DL + LL + Eq =165.30< 225Min. Pressure for
DL + LL + Eq =62.69> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu198.37Xumax/d =0.48Net
Cantilever for X direction in mmCxx525.00Net Cantilever for Z
direction in mmCzz525.00
Moment @ X direction in Kn-met.Muxx41.01=Pu x Cxx2/21.0Resisting
width of Section in mmbx1500Pad FootingDepth Required in mm for
Mxx89dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz42.37=Pu x Czz2/2Resisting
width of Section in mmbz1550Depth Required in mm for Mzz89dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD450450Effective Depth in
mm (Second Layer)deff=450-50-10-5 =385.00385.00.2% Steel Required
for Mxx Ptxx0.05Area of Steel Required in mm2Astxx297.69= pt x b x
d /100Minimum Stell Required in mm2Astmin1155.00
DiaNos.1.912111244.07c/cOK1000.001271244.070.2% Steel Required
for MzzPtzz0.05Area of Steel Required in mm2Astzz307.62Minimum
Stell Required in
mm2Astmin1193.50DiaNos.12121357.17c/c1.8OK1000.001211357.173ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx41.66Resisting width at dist. deff in
mmBr11500.00150.0150Effective depth at a dist deff in
mmdeff1385.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.5Actual Shear
Stress N/mm2tv0.0713.5tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz43.05Resisting widh at dist. deff in
mmBr11550.00150.0150Effective depth at a dist deff in
mmdeff1385.00in mm% Steel at a dist deffPt10.23Shear strength of
Concrete in N/mm2tc0.35( IS-456,2000, Page -73)12.8Actual Shear
Stress N/mm2tv0.0712.8tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1314.61Resisting widht
at a dist. deff/2 in mmBr23440.00Effective depth at a dist. deff/2
in mmdeff2385.00385.0Actual Shear Stress N/mm2tv0.24Shear strength
of Concrete in N/mm2Ks x tc1.25001.400385.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m31.051.04625
Volume of Frustum in m3V10.336weight of SteelVolume of Pad in
m3V20.350.68Total Weight of Steel in Kg.37.24Nos. of
Footing1Excavation8.925met3Concrete1.04625met3Steel37.2438008198kg
F2_C1_N53COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED &
FUEL SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of
Footing F21SOIL DESIGNMxx
Footing markF2MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd35035013.78ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD500.00500ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.501.50ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.551.55ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.1ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A2.3311ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.6013ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.5814ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!5318282.490.724-0.683OKOK17ERROR:#REF!19258.2791.50425.0818ERROR:#REF!20269.1270.329-26.408OKOK19ERROR:#REF!21254.332-8.268-1.31420ERROR:#REF!22273.07410.101-0.015Safe
& OK21ERROR:#REF!23277.0661.31125.061Safe &
OK22ERROR:#REF!24287.9130.136-26.427Safe &
OK23ERROR:#REF!25273.119-8.461-1.33224ERROR:#REF!26291.869.908-0.03325ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!151.651.21-1.18121.5028ERROR:#REF!141.242.5043.15111.0929ERROR:#REF!145.900.55-45.43115.7530ERROR:#REF!139.54-13.77-2.26109.3931ERROR:#REF!147.6016.82-0.03117.4532ERROR:#REF!149.322.1843.12119.1733ERROR:#REF!153.980.23-45.47123.8334ERROR:#REF!147.62-14.09-2.29117.4735ERROR:#REF!155.6816.50-0.06125.5336ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!151.68154.03149.27151.6240ERROR:#REF!186.89100.59181.8895.5941ERROR:#REF!101.02191.8899.92190.7942ERROR:#REF!123.51128.04151.05155.5743ERROR:#REF!164.39164.44130.76130.8144ERROR:#REF!194.62108.39190.25104.0245ERROR:#REF!108.74199.68108.29199.2246ERROR:#REF!131.24135.83159.42164.0047ERROR:#REF!172.12172.23139.13139.2448ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =154.03< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =149.27>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=199.68< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL +
Eq =95.59> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!121.531123.882119.121121.47159ERROR:#REF!156.74070.443151.73265.43560ERROR:#REF!70.868161.73469.773160.63961ERROR:#REF!93.36497.885120.895125.41662ERROR:#REF!134.243134.294100.608100.66063ERROR:#REF!164.46778.235160.10173.87064ERROR:#REF!78.594169.52678.141169.07365ERROR:#REF!101.092105.675129.266133.849141.971142.084108.978109.092
Max. Pressure for DL + LL =123.88< 180Min. Pressure for DL +
LL =119.12> 0.0
Max. Pressure for DL + LL + Eq =169.53< 225Min. Pressure for
DL + LL + Eq =65.44> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu203.43Xumax/d =0.48Net
Cantilever for X direction in mmCxx525.00Net Cantilever for Z
direction in mmCzz525.00
Moment @ X direction in Kn-met.Muxx42.05=Pu x Cxx2/21.0Resisting
width of Section in mmbx1500Pad FootingDepth Required in mm for
Mxx90dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz43.45=Pu x Czz2/2Resisting
width of Section in mmbz1550Depth Required in mm for Mzz90dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD450450Effective Depth in
mm (Second Layer)deff=450-50-10-5 =385.00385.00.2% Steel Required
for Mxx Ptxx0.05Area of Steel Required in mm2Astxx305.36= pt x b x
d /100Minimum Stell Required in mm2Astmin1155.00
DiaNos.1.912111244.07c/cOK1000.001271244.070.2% Steel Required
for MzzPtzz0.05Area of Steel Required in mm2Astzz315.54Minimum
Stell Required in
mm2Astmin1193.50DiaNos.12121357.17c/c1.8OK1000.001211357.173ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx42.72Resisting width at dist. deff in
mmBr11500.00150.0150Effective depth at a dist deff in
mmdeff1385.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.5Actual Shear
Stress N/mm2tv0.0713.5tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz44.14Resisting widh at dist. deff in
mmBr11550.00150.0150Effective depth at a dist deff in
mmdeff1385.00in mm% Steel at a dist deffPt10.23Shear strength of
Concrete in N/mm2tc0.35( IS-456,2000, Page -73)12.8Actual Shear
Stress N/mm2tv0.0712.8tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1322.65Resisting widht
at a dist. deff/2 in mmBr23440.00Effective depth at a dist. deff/2
in mmdeff2385.00385.0Actual Shear Stress N/mm2tv0.24Shear strength
of Concrete in N/mm2Ks x tc1.25001.400385.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m31.051.04625
Volume of Frustum in m3V10.336weight of SteelVolume of Pad in
m3V20.350.68Total Weight of Steel in Kg.37.24Nos. of
Footing1Excavation8.925met3Concrete1.04625met3Steel37.2438008198kg
F2_C1_N54COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED &
FUEL SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of
Footing F21SOIL DESIGNMxx
Footing markF2MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd35035013.78ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD500.00500ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.501.50ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.551.55ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.1ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A2.3311ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.6013ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.5814ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!5418217.686.3294.235OKOK17ERROR:#REF!19246.9258.6462718ERROR:#REF!20171.5544.013-18.541OKOK19ERROR:#REF!21185.861-14.7023.67320ERROR:#REF!22232.61827.3624.786Safe
& OK21ERROR:#REF!23255.3658.64627.005Safe &
OK22ERROR:#REF!24179.9944.013-18.535Safe &
OK23ERROR:#REF!25194.301-14.7033.67924ERROR:#REF!26241.05827.3614.79225ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!120.9910.547.2993.6328ERROR:#REF!133.5714.4046.45106.2029ERROR:#REF!101.156.68-31.9073.7930ERROR:#REF!107.30-24.486.3279.9431ERROR:#REF!127.4145.568.23100.0532ERROR:#REF!137.2014.4046.46109.8333ERROR:#REF!104.786.68-31.8977.4234ERROR:#REF!110.93-24.486.3383.5735ERROR:#REF!131.0445.558.24103.6836ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!138.81124.24117.74103.1740ERROR:#REF!194.41101.51165.6272.7241ERROR:#REF!75.93139.7362.57126.3742ERROR:#REF!89.1476.51138.10125.4643ERROR:#REF!181.20164.7490.0973.6244ERROR:#REF!198.05105.13169.2676.3445ERROR:#REF!79.57143.3566.21129.9946ERROR:#REF!92.7880.12141.74129.0847ERROR:#REF!184.84168.3593.7377.2448ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =138.81< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =103.17>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=198.05< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL +
Eq =62.57> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!111.44996.87790.37475.80259ERROR:#REF!167.05174.148138.26145.35860ERROR:#REF!48.570112.36735.20799.00461ERROR:#REF!61.78249.143110.73798.09962ERROR:#REF!153.841137.37362.72946.26163ERROR:#REF!170.69077.769141.90048.97964ERROR:#REF!52.210115.98638.847102.62465ERROR:#REF!65.42052.761114.379101.720157.479140.99166.37149.882
Max. Pressure for DL + LL =111.45< 180Min. Pressure for DL +
LL =75.80> 0.0
Max. Pressure for DL + LL + Eq =170.69< 225Min. Pressure for
DL + LL + Eq =35.21> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu204.83Xumax/d =0.48Net
Cantilever for X direction in mmCxx525.00Net Cantilever for Z
direction in mmCzz525.00
Moment @ X direction in Kn-met.Muxx42.34=Pu x Cxx2/21.0Resisting
width of Section in mmbx1500Pad FootingDepth Required in mm for
Mxx90dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz43.75=Pu x Czz2/2Resisting
width of Section in mmbz1550Depth Required in mm for Mzz90dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD450450Effective Depth in
mm (Second Layer)deff=450-50-10-5 =385.00385.00.2% Steel Required
for Mxx Ptxx0.05Area of Steel Required in mm2Astxx307.48= pt x b x
d /100Minimum Stell Required in mm2Astmin1155.00
DiaNos.1.912111244.07c/cOK1000.001271244.070.2% Steel Required
for MzzPtzz0.05Area of Steel Required in mm2Astzz317.73Minimum
Stell Required in
mm2Astmin1193.50DiaNos.12121357.17c/c1.8OK1000.001211357.173ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx43.01Resisting width at dist. deff in
mmBr11500.00150.0150Effective depth at a dist deff in
mmdeff1385.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.5Actual Shear
Stress N/mm2tv0.0713.5tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz44.45Resisting widh at dist. deff in
mmBr11550.00150.0150Effective depth at a dist deff in
mmdeff1385.00in mm% Steel at a dist deffPt10.23Shear strength of
Concrete in N/mm2tc0.35( IS-456,2000, Page -73)12.8Actual Shear
Stress N/mm2tv0.0712.8tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1324.86Resisting widht
at a dist. deff/2 in mmBr23440.00Effective depth at a dist. deff/2
in mmdeff2385.00385.0Actual Shear Stress N/mm2tv0.25Shear strength
of Concrete in N/mm2Ks x tc1.25001.400385.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m31.051.04625
Volume of Frustum in m3V10.336weight of SteelVolume of Pad in
m3V20.350.68Total Weight of Steel in Kg.37.24Nos. of
Footing1Excavation8.925met3Concrete1.04625met3Steel37.2438008198kg
F2_C1_N56COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED &
FUEL SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of
Footing F21SOIL DESIGNMxx
Footing markF2MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd35035013.78ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD500.00500ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!5ERROR:#REF!Provided
Width of Footing // to X-X in
metb1.501.50ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!6ERROR:#REF!Provided
Length of Footing // to Z-Z in
metl1.551.55ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!7ERROR:#REF!Strength
of Concrete Grade
N/mm2Fck25.000.1ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!8ERROR:#REF!Strength
of Steel Grade
N/mm2Fy415.001000.0ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9ERROR:#REF!Limiting
moment of resisting factorQ3.4510ERROR:#REF!Area Provided in
met2A2.3311ERROR:#REF!12ERROR:#REF!Section Modulus @ X-X axis in
met3Zxx0.6013ERROR:#REF!Section Modulus @ Z-Z axis in
met3Zzz0.5814ERROR:#REF!15ERROR:#REF!NodeL/CForce-Y kNMoment-X
kNmMoment-Z
kNmOKOK16ERROR:#REF!5618282.9440.0790.044OKOK17ERROR:#REF!19245.807-1.35516.03118ERROR:#REF!20239.1990.924-15.823OKOK19ERROR:#REF!21242.293-16.480.08920ERROR:#REF!22242.71316.0490.119Safe
& OK21ERROR:#REF!23286.248-1.06115.971Safe &
OK22ERROR:#REF!24279.641.219-15.883Safe &
OK23ERROR:#REF!25282.734-16.1850.02924ERROR:#REF!26283.15416.3430.05825ERROR:#REF!26ERROR:#REF!P/AMxx/ZxxMzz/ZzzP/A
ex. Self
wt.227ERROR:#REF!151.870.130.08121.7028ERROR:#REF!135.89-2.2627.58105.7229ERROR:#REF!133.051.54-27.22102.8830ERROR:#REF!134.38-27.440.15104.2131ERROR:#REF!134.5626.720.20104.3932ERROR:#REF!153.29-1.7727.48123.1233ERROR:#REF!150.442.03-27.33120.2834ERROR:#REF!151.78-26.950.05121.6135ERROR:#REF!151.9627.210.10121.7936ERROR:#REF!37ERROR:#REF!Base
Pressure including Self wt. in
kN/met238ERROR:#REF!PaPbPcPd39ERROR:#REF!152.07151.92151.81151.6640ERROR:#REF!161.22106.06165.73110.5741ERROR:#REF!107.37161.81104.29158.7342ERROR:#REF!107.10106.79161.97161.6743ERROR:#REF!161.49161.08108.05107.6444ERROR:#REF!179.00124.04182.53127.5845ERROR:#REF!125.15179.80121.09175.7446ERROR:#REF!124.88124.78178.77178.6747ERROR:#REF!179.27179.07124.85124.6548ERROR:#REF!49ERROR:#REF!50ERROR:#REF!Max.
Pressure for DL + LL =152.07< 180kN/m2180.0OK51ERROR:#REF!Min.
Pressure for DL + LL =151.66>
0.0kN/m2OK52ERROR:#REF!53ERROR:#REF!Max. Pressure for DL + LL + Eq
=182.53< 225kN/m2225OK54ERROR:#REF!Min. Pressure for DL + LL +
Eq =104.29> 0.0kN/m2OK55ERROR:#REF!56ERROR:#REF!Base Pressure
excluding Self wt. in
kN/met257ERROR:#REF!PaPbPcPd58ERROR:#REF!121.904121.752121.641121.48959ERROR:#REF!131.04875.887135.56080.39960ERROR:#REF!77.197131.64274.121128.56561ERROR:#REF!76.92776.621131.803131.49762ERROR:#REF!131.318130.90877.87777.46763ERROR:#REF!148.82893.874152.36197.40764ERROR:#REF!94.979149.63090.920145.57165ERROR:#REF!94.70994.609148.603148.503149.096148.89794.67694.477
Max. Pressure for DL + LL =121.90< 180Min. Pressure for DL +
LL =121.49> 0.0
Max. Pressure for DL + LL + Eq =152.36< 225Min. Pressure for
DL + LL + Eq =74.12> 0.0
Type of Footing
2FLEXURAL DESIGN
Net Upward Pressure in Kn/met2Pu182.86Xumax/d =0.48Net
Cantilever for X direction in mmCxx525.00Net Cantilever for Z
direction in mmCzz525.00
Moment @ X direction in Kn-met.Muxx37.80=Pu x Cxx2/21.0Resisting
width of Section in mmbx1500Pad FootingDepth Required in mm for
Mxx85dreq = sqrt(Mux/Qxbx)Slopped Footing
Moment in Z direction in Kn-met.Muzz39.06=Pu x Czz2/2Resisting
width of Section in mmbz1550Depth Required in mm for Mzz85dreq =
sqrt(Muz/Qxbz)
Provide Overall Depth of Footing in mmD450450Effective Depth in
mm (Second Layer)deff=450-50-10-5 =385.00385.00.2% Steel Required
for Mxx Ptxx0.05Area of Steel Required in mm2Astxx274.23= pt x b x
d /100Minimum Stell Required in mm2Astmin1155.00
DiaNos.1.912111244.07c/cOK1000.001271244.070.2% Steel Required
for MzzPtzz0.05Area of Steel Required in mm2Astzz283.37Minimum
Stell Required in
mm2Astmin1193.50DiaNos.12121357.17c/c1.8OK1000.001211357.173ONE-WAY
SHEAR CHECK
AParallel to X-X axisShear at a dist. deff from face of pedestal
in KNVxx38.40Resisting width at dist. deff in
mmBr11500.00150.0150Effective depth at a dist deff in
mmdeff1385.00in mm% Steel at a dist deffPt10.22Shear strength of
Concrete in N/mm2tc0.34( IS-456,2000, Page -73)13.5Actual Shear
Stress N/mm2tv0.0713.5tc>tvSafe & OKBParallel to Z-Z
axisShear at a dist. deff from face of pedestal in
KNVzz39.68Resisting widh at dist. deff in
mmBr11550.00150.0150Effective depth at a dist deff in
mmdeff1385.00in mm% Steel at a dist deffPt10.23Shear strength of
Concrete in N/mm2tc0.35( IS-456,2000, Page -73)12.8Actual Shear
Stress N/mm2tv0.0712.8tc>tvSafe & OK4TWO-WAY SHEAR CHECK
Shear at a dist. deff/2 from face in KNV1290.01Resisting widht
at a dist. deff/2 in mmBr23440.00Effective depth at a dist. deff/2
in mmdeff2385.00385.0Actual Shear Stress N/mm2tv0.22Shear strength
of Concrete in N/mm2Ks x tc1.25001.400385.00Ks x tc>tvSafe &
OK
Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of
short side to long side of column or pedestal.5Volume of
ConcreteTotal Volume of Concrete in m31.051.04625
Volume of Frustum in m3V10.336weight of SteelVolume of Pad in
m3V20.350.68Total Weight of Steel in Kg.37.24Nos. of
Footing1Excavation8.925met3Concrete1.04625met3Steel37.2438008198kg
F2_C1_N57COSTN OF ROLE EQPT BAY, REFULLER PARKING SHED &
FUEL SAMPLING LABCHIEF ENGINEER AIRFORCE GANDHINAGARDesign of
Footing F21SOIL DESIGNMxx
Footing markF2MzzSoil Bearing Capacity in
kN/met2SBC180.01mmmet12Width of Column // to XX in mmb30030011.81mt
,mm1000ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1ERROR:#REF!1Depth
of Column // to ZZ in mmd35035013.78ft,
inch12ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!2ERROR:#REF!PEDESTAL
PROVIDED ?, OFFSET in
mm7575ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!3ERROR:#REF!Width
of Column/Pedestal in
mmB450.00450ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4ERROR:#REF!Depth
of Column/Pedestal in
mmD500.00500ERROR:#REF!ERROR:#REF!ERROR:#REF!ERR
