Wall_ designCALCULATION OF SUPPORTING WALL FOOTINGProject: Seismic vulnerability assesment of Saheed Aadarsha School

Wall NoWall DescriptionCompressive Force Fy KNMax of Hogg/Sagg mom. Mx/y KNm/mRemarks1 Grid E-E between 1-210.5002.0002 Grid E-E between 2-361.7250.6773 Grid E-Ebetween 3-455.4450.5524Grid E-E between 4-555.5770.5965 Grid D-D between 2-354.986-0.5786Grid D-D between 3-455.678-0.5697 Grid D-D between 4-568.8730.0108Grid C-C between 4-571.141-0.0659Grid B-B between 4-587.453-0.02410Grid A-A between 4-575.449-1.05511Grid 1-1 between D-E96.043-0.10212Grid 2-2 between D-E67.8870.29413Grid 3-3 between D-E68.6660.20914Grid 4-4 between D-E67.0150.21315Grid 4-4 between C-B50.452-0.26316Grid 4-4 between A-B52.3350.21217Grid 5-5 between D-E67.4420.12418Gris 5-5 between C-D86.6120.74919Grid 5-5 between C-B50.4640.49920Grid 5-5 between A-B54.2320.005

The Factored Axial design for Load P/m =71.141KN/mThe Factored Moment design for Load Mbc =-0.065KNm/mLet us assume the permissible bearing pressure per unit meter of lengthof soil under compression qbc =100KN/m2Max. pressure for uniaxial formula for footing is given byqmax =P/(L x W)* (16*e/W) OR 4*P/(3L*(W-2e))Eccenticity along the length of strip wall footing e=-0.001mFor per meter of lengthL =1mqmax =78.567KN/m2OKqmin =79.523KN/m2OKqav =79.045KN/m2Width of Supporting wall foundation 0.711mLet say W =0.9mMinimum width of supporting wall W1 =0.45mNet width of footing to be considered for failure plane = 0.450mNet width of footing to be consider @ one side for failure plane = 0.225m30455060Minimun depth below GL should be 60 failure plane =0.130mLet say h 0.75mLet's put the offset height of brick masonryh1, m =0.25mno of steps of brick masonry foundationn =3

The offset height of brick masonry for each stepl1, m =0.250m

PLINTH LEVEL0.45mP[KN/m]Plinth Ht above GL Mbc[KNm/m]G. L.

6060

0.75 m

0.25m

0.9m

TYPICAL DESIGN SECTION OF SUPPORTING WALL

SAP OUTPUTProject: Seismic vulnerability assesment of Saheed Aadarsha SchoolLocation:Bhadrabash

SNo.Grid No.P KN/mM u KNm/MRemarks1 Grid E-E between 1-298.058-0.1702 Grid E-E between 2-361.7250.6773 Grid E-Ebetween 3-455.4450.5524Grid E-E between 4-555.5770.5965 Grid D-D between 2-354.986-0.5786Grid D-D between 3-455.678-0.5697 Grid D-D between 4-568.8730.0108Grid C-C between 4-571.141-0.0659Grid B-B between 4-587.453-0.02410Grid A-A between 4-575.449-1.05511Grid 1-1 between D-E96.043-0.10212Grid 2-2 between D-E67.8870.29413Grid 3-3 between D-E68.6660.20914Grid 4-4 between D-E67.0150.21315Grid 4-4 between C-B50.452-0.26316Grid 4-4 between A-B52.3350.21217Grid 5-5 between D-E67.4420.12418Gris 5-5 between C-D86.6120.74919Grid 5-5 between C-B50.4640.49920Grid 5-5 between A-B54.2320.005

STAAD OUTPUTNode NoL/CFx KNFy KNFz KNMx KNmMz KNmMax Mx/MZP KN/mM u KNm/MGrid E-E Grid E-E between 1-23.38098.058-0.170113 DL+LL7.99568.9359.191-3.4171.442-3.4177313 DL+LL4.00249.1931.7100.921-0.2660.9217413 DL+LL4.32045.9241.1050.764-0.1100.7647513 DL+LL4.16245.0751.0730.729-0.0740.7297613 DL+LL4.12745.2560.9860.668-0.0450.6687713 DL+LL4.34646.8061.4290.733-0.0100.733213 DL+LL1.35030.2493.480-0.9710.311-0.971 Grid E-E between 2-36.17061.7250.677213 DL+LL1.35030.2493.480-0.9710.311-0.9717813 DL+LL-3.50632.4250.5790.526-1.9970.5267913 DL+LL-1.89755.0391.3110.770-0.4320.7708113 DL+LL3.08720.2060.6760.6710.0220.671313 DL+LL7.69548.2501.1641.0794.6821.0798313 DL+LL-0.38070.9531.7371.442-2.0871.442413 DL+LL-5.88539.2820.7360.788-2.6080.7888513 DL+LL-0.23721.4970.3240.458-0.0600.458513 DL+LL6.35635.2550.8330.4581.8160.458613 DL+LL1.29427.6852.853-1.046-0.406-1.046 Grid E-Ebetween 3-45.87055.4450.552613 DL+LL1.29427.6852.853-1.046-0.406-1.0468613 DL+LL-4.76637.4541.0960.507-0.1010.507713 DL+LL-3.94626.7360.3690.340-0.5490.3408713 DL+LL1.86321.4270.4560.5390.0430.539813 DL+LL6.16638.9040.8010.8182.1970.8188813 DL+LL0.22257.6081.4721.210-0.0111.210913 DL+LL-5.60537.6890.8650.831-2.1540.8318913 DL+LL-7.71712.7090.3600.441-0.3700.4411013 DL+LL7.00311.9940.1770.2230.1960.2239013 DL+LL4.32328.0040.9320.4091.0140.4091113 DL+LL0.01725.2552.916-1.0310.058-1.031Grid E-E between 4-56.10055.5770.5961113 DL+LL0.01725.2552.916-1.0310.058-1.0311213 DL+LL-5.83432.8970.9620.524-0.3280.5249113 DL+LL-0.07219.9760.3300.496-0.9370.4961313 DL+LL3.99823.6020.5240.4910.7750.4919213 DL+LL4.33041.1510.9740.8771.2340.87711113 DL+LL-4.04148.7281.2751.084-0.2931.0841413 DL+LL-5.96131.9400.8500.819-1.3400.8199313 DL+LL-3.88816.7920.6270.633-0.2540.6331513 DL+LL0.68124.7490.5920.4741.8420.4749413 DL+LL-1.49945.1290.9430.6230.4780.6231613 DL+LL-3.73528.8022.666-1.356-1.040-1.356Grid D-D Grid D-D between 2-36.17054.986-0.5782613 DL+LL-0.02115.397-3.1601.047-0.0321.0472813 DL+LL10.10247.311-0.434-0.5453.626-0.5458213 DL+LL-0.17071.520-1.373-1.140-0.810-1.1408413 DL+LL-3.96044.218-0.970-0.978-1.438-0.9782913 DL+LL-5.6088.899-0.424-0.488-1.390-0.4889513 DL+LL6.13211.929-0.384-0.3610.348-0.3613013 DL+LL2.03536.994-0.780-0.5863.116-0.5869813 DL+LL6.44679.258-1.129-1.046-1.606-1.0463113 DL+LL-3.51623.739-2.3990.532-0.9860.532Grid D-D between 3-45.87055.678-0.5693113 DL+LL-3.51623.739-2.3990.532-0.9860.5323213 DL+LL10.00549.009-0.578-0.5505.126-0.5509813 DL+LL6.44679.258-1.129-1.046-1.606-1.04610513 DL+LL-1.50267.965-1.099-0.967-0.519-0.9673313 DL+LL-5.46740.536-0.679-0.655-2.461-0.65510613 DL+LL-9.15511.704-0.327-0.390-0.481-0.39010013 DL+LL3.7128.092-0.414-0.3220.398-0.32210713 DL+LL0.58727.801-1.085-0.5071.373-0.5073513 DL+LL-0.78518.724-2.3170.562-0.4540.562 Grid D-D between 4-56.10068.8730.0103513 DL+LL-0.78518.724-2.3170.562-0.4540.5623613 DL+LL4.79525.666-0.200-0.1981.483-0.19810813 DL+LL2.03844.629-0.476-0.404-0.097-0.4043713 DL+LL4.09153.1302.2420.1240.9820.12410913 DL+LL-3.73255.865-0.512-0.430-0.084-0.43011013 DL+LL-5.49652.677-0.143-0.223-0.078-0.22311213 DL+LL-6.64447.5790.5010.1211.6350.12111313 DL+LL-8.84454.4520.4120.1310.0590.1313813 DL+LL-5.68445.6170.3340.014-0.9130.0143913 DL+LL-3.45821.7840.3940.365-0.6170.365Grid C-C between 4-56.10071.141-0.0655913 DL+LL3.23326.9453.212-0.3240.946-0.32411513 DL+LL1.03957.4820.4370.447-3.5560.44711613 DL+LL-0.28840.5000.4060.315-0.0070.31511713 DL+LL-3.04854.2750.2800.215-0.0610.21511813 DL+LL-4.43254.811-0.276-0.076-0.056-0.07611913 DL+LL-7.31752.454-0.877-0.3601.577-0.36012013 DL+LL-10.46060.030-0.406-0.2370.032-0.2376013 DL+LL-0.45815.8130.1530.1130.4070.1136113 DL+LL-4.76049.444-0.858-0.321-1.178-0.3214713 DL+LL-3.76822.204-0.362-0.166-0.703-0.166Grid B-B between 4-56.10087.453-0.0246813 DL+LL2.64023.1731.141-0.0530.477-0.05317113 DL+LL-5.90959.059-0.018-0.0960.018-0.09617213 DL+LL-3.20652.321-0.056-0.0761.756-0.07617313 DL+LL-2.09650.111-0.012-0.046-1.049-0.04617413 DL+LL-1.17056.7400.003-0.033-0.031-0.03317513 DL+LL0.02157.3210.006-0.020-0.033-0.02017613 DL+LL1.07949.8320.001-0.0101.305-0.01017713 DL+LL1.49842.0610.0110.0040.0000.00417813 DL+LL3.16558.7800.0530.055-3.6240.05517913 DL+LL4.99464.0410.6180.2722.6110.2725213 DL+LL-2.78120.0220.127-0.145-0.789-0.145Grid A-A between 4-56.10075.449-1.0556413 DL+LL2.85212.957-0.124-0.1420.896-0.14216213 DL+LL4.75652.822-0.760-0.7492.045-0.74916313 DL+LL3.07747.082-0.801-0.793-2.888-0.79316413 DL+LL1.61633.272-0.772-0.6670.010-0.66716513 DL+LL1.53939.082-0.985-0.8531.003-0.85316613 DL+LL0.86544.812-1.182-1.017-0.031-1.01716713 DL+LL0.01944.443-1.129-0.980-0.015-0.98016813 DL+LL-0.83439.489-0.892-0.791-0.811-0.79116913 DL+LL-1.38841.937-0.662-0.7041.375-0.70417013 DL+LL-1.89150.531-1.284-0.8850.195-0.8855813 DL+LL-5.43053.814-7.1891.143-2.4311.143Grid 1-1 between D-E5.64096.043-0.102113 DL+LL7.99568.9359.191-3.4171.442-3.41712213 DL+LL1.40361.8634.5370.722-0.7810.7221713 DL+LL0.53443.0961.8752.242-0.4132.2421813 DL+LL0.25434.6572.229-1.063-0.277-1.0631913 DL+LL0.10831.3592.5191.555-0.1781.5552013 DL+LL6.67641.408-11.458-0.702-0.560-0.70212313 DL+LL0.18330.760-1.5300.949-0.1920.94912413 DL+LL0.13735.9980.614-0.031-0.179-0.03119313 DL+LL0.21824.097-2.077-0.032-0.190-0.03219413 DL+LL0.33531.350-3.658-1.268-0.291-1.2682413 DL+LL0.883138.158-8.4100.469-0.7360.469Grid 2-2 between D-E5.64067.8870.2942613 DL+LL-0.02115.397-3.1601.047-0.0321.0472313 DL+LL0.68458.6903.2252.331-0.5032.3312513 DL+LL0.30945.038-1.758-0.989-0.255-0.98912513 DL+LL0.15252.444-3.574-0.183-0.187-0.18312813 DL+LL0.80668.0476.869-0.160-0.538-0.16012913 DL+LL0.62658.6531.503-2.355-0.490-2.35513013 DL+LL0.47354.367-0.5152.936-0.3892.936213 DL+LL1.35030.2493.480-0.9710.311-0.971Grid 3-3 between D-ED-E5.64068.6660.209613 DL+LL1.29427.6852.853-1.046-0.406-1.04615013 DL+LL-1.64153.852-1.986-0.1930.689-0.19315113 DL+LL-0.16545.262-1.718-0.9710.191-0.97115213 DL+LL0.04054.493-1.0542.9140.0522.91415313 DL+LL0.05958.0480.700-2.400-0.007-2.40015413 DL+LL0.03457.3012.3712.317-0.0272.31715513 DL+LL0.06466.8975.0470.025-0.0590.0253113 DL+LL-3.51623.739-2.3990.532-0.9860.532Grid 4-4 between D-ED-E5.64067.0150.2131113 DL+LL0.01725.2552.916-1.0310.058-1.03115613 DL+LL-1.36453.163-2.095-0.2080.676-0.20815713 DL+LL-0.23545.117-1.453-0.9830.260-0.98315813 DL+LL-0.01254.346-0.6742.9040.1092.90415913 DL+LL0.02957.8770.994-2.3870.040-2.38716013 DL+LL0.00857.1172.5662.3300.0162.33016113 DL+LL-0.01466.3635.5160.0130.0170.0133513 DL+LL-0.78518.724-2.3170.562-0.4540.562Grid 4-4 between C-BC-B4.37050.452-0.2635913 DL+LL3.23326.9453.212-0.3240.9460.94622413 DL+LL1.12833.861-2.8680.096-0.486-0.4866513 DL+LL0.45522.409-1.1450.509-0.333-0.33322513 DL+LL0.35415.5060.762-0.047-0.426-0.42623413 DL+LL0.54737.611-2.7083.302-0.431-0.43122713 DL+LL0.75922.0425.228-0.922-0.301-0.3016613 DL+LL0.59938.9302.605-2.707-0.595-0.5956813 DL+LL2.64023.1731.141-0.0530.4770.477Grid 4-4 between A-BA-B4.50052.3350.2126813 DL+LL2.64023.1731.141-0.0530.477-0.05322813 DL+LL1.30738.621-3.6910.133-0.5640.13322913 DL+LL0.39918.326-1.126-0.053-0.449-0.05323013 DL+LL0.49529.0171.915-1.092-0.500-1.09223113 DL+LL0.36435.505-7.0062.725-0.3792.72523313 DL+LL0.42727.220-3.6600.603-0.3570.60324713 DL+LL0.81950.6891.259-1.168-0.698-1.1686413 DL+LL2.85212.957-0.124-0.1420.896-0.142Grid 5-5 between D-E4.34067.4420.1241613 DL+LL-3.73528.8022.666-1.356-1.040-1.35614413 DL+LL-1.12850.6482.3500.3180.7410.31814513 DL+LL-0.57540.6591.9371.6840.5521.68414613 DL+LL-0.71440.4351.926-1.6440.609-1.64414713 DL+LL-0.64038.3411.3631.9710.5671.97114813 DL+LL-0.54932.6841.557-0.7100.482-0.71014913 DL+LL-1.41839.3462.167-0.0900.747-0.0903913 DL+LL-3.45821.7840.3940.365-0.6170.365Gris 5-5 between C-D2.12086.6120.7493913 DL+LL-3.45821.7840.3940.365-0.617-0.61718013 DL+LL-0.70827.4890.283-0.0010.4820.48218113 DL+LL-1.55727.4160.1850.0060.6670.66718213 DL+LL-0.84127.1390.3070.0090.5160.51619113 DL+LL-0.86128.1550.276-0.0080.5320.53219213 DL+LL-1.66529.4310.424-0.0080.7120.7124713 DL+LL-3.76822.204-0.362-0.166-0.703-0.703Grid 5-5 between C-B4.37050.4640.4994713 DL+LL-3.76822.204-0.362-0.166-0.703-0.7034813 DL+LL-0.53624.242-4.0090.2350.4490.4494913 DL+LL-0.58630.3730.993-1.5860.5620.5625013 DL+LL-0.53031.314-1.4571.5930.5390.5395113 DL+LL-1.13422.7332.849-0.1210.4650.46521813 DL+LL-1.64931.576-5.455-0.0040.7250.72521913 DL+LL-0.42318.802-0.953-0.0190.5020.50222013 DL+LL-0.39219.262-1.3450.0260.4320.4325213 DL+LL-2.78120.0220.127-0.145-0.789-0.789Grid 5-5 between A-B4.50054.2320.0055213 DL+LL-2.78120.0220.127-0.145-0.789-0.7895313 DL+LL-0.36919.685-1.603-0.3490.4200.4205513 DL+LL-0.55925.324-1.1251.2240.5020.5025613 DL+LL-0.47715.220-4.550-0.1450.4770.4775713 DL+LL-0.89337.501-0.548-0.2010.4960.49622113 DL+LL-1.09924.931-3.7890.7610.4530.45322213 DL+LL-0.48625.958-0.586-0.9680.5130.51322313 DL+LL-0.45821.589-0.406-1.0790.3830.3835813 DL+LL-5.43053.814-7.1891.143-2.431-2.431

Footing dataMember NoLength [m]Div. NosLeff [each span]bearing pressure w [KN/m2]Max moment parallell to footing Mu, wLeff2/12 KNmMax Shear ForceFy, wLeff/2 KNWidth of Existing Footing (m)Width of Foundation required (m)New additional width required on each side (m)Max moment perpend. To wall Mu, wLeff2/2 KNmMax Shear ForceFy, wLeff/2 KNRemarksFOUNDATION ERROR:#REF!1st segment3.35321.67685.0019.90671.2470.6102.0000.695131.692130.3392nd segment6.17232.05785.0029.98387.4400.6102.0000.695142.949146.5323rd segment5.86731.95685.0027.09583.1220.6102.0000.695139.948142.2144th segment6.09632.03285.0029.24786.3600.6102.0000.695142.199145.452ERROR:#REF!1st segment6.17232.0578028.21982.2960.6101.2500.32042.756107.9122nd segment5.86731.9568025.50178.2320.6101.2500.32041.454103.8483rd segment6.09632.0328027.52781.2800.6101.2500.32042.430106.896ERROR:#REF!4.42022.21087.535.60796.6790.6102.0000.695151.789157.509ERROR:#REF!4.42022.21087.535.60796.6790.6102.0000.695151.789157.509ERROR:#REF!4.42022.21081.2533.06389.7730.6101.6000.49584.304130.008ERROR:#REF!4.42022.2107028.48577.3430.6101.5000.44562.182108.507ERROR:#REF!4.42022.21089.1336.27098.4800.6102.3000.845210.577173.812ERROR:#REF!6.09632.03281.2527.95782.5500.6101.6000.49580.728122.785ERROR:#REF!6.09632.0327525.80676.2000.6101.0000.19520.59090.840ERROR:#REF!6.09632.0328529.24786.3600.6102.0000.695142.199145.452ERROR:#REF!1st segment4.26722.13477.27329.31482.4350.6101.1000.24529.505101.3822nd segment4.49622.24877.27332.53986.8510.6101.1000.24530.588105.798ERROR:#REF!1st segment4.26722.13484.37532.00890.0110.6101.6000.49585.955131.7942nd segment4.49622.24884.37535.52994.8330.6101.6000.49588.343136.616

additional footingProject:Saheed Aadarsha Ma Vi school fy =415fck =15clear cover (mm) =252504155001520253035408101216202528320.150.250.50.7511.251.522.252.52.753AlternativeBottom BarTop BarMax SFx (KN)% of tension steel at support=100*Asty/b*d'Lower Upper Lower Upper c, N/mm2Dia ofNos ofAreaMax SF'cmax, N/mm2Vus=V-Tc*b*d'Sv=0.87*fy*Asv*d/Vus (mm)Stirrups spacingWidth of strip Ws mBEAM DESCRIPTIONMu(KN-m)XuXu,maxbdddcMu,lim KNmCheckAst1 (mm2)
Dilip paudel: Prakash Rawal:Minimum Steel area required for tension region for any beam sections.scfscAsc (mm2)
Dilip paudel: Prakash Rawal:Extra Steel Area required in compression region for doubly reinforcement section.Ast2 (mm2)
Dilip paudel: Prakash Rawal:Extra Steel Area required in tension region for Doubly Reinforcement Section onlyAst2 (mm2)Ast (mm2)
Dilip paudel: Prakash Rawal:Total Steel area required in tension either for doubly reinforcement or for Singly ReinforcementThro' Bar diaNos of barsThro' Bar diaNos of bars% limit for Tc% limit for TcTcTcfrom table 19 (code)Stirrups2LS StirrupsAsv mm2.Wfd*lx/2FOUNDATION Beam paralell to Existing FootingERROR:#REF!1st segment19.00071.85071.8506501751505030.219Design Singly Reinforcement-698.5000.0010643702334.94002662270.0000.0000.000-698.50012612671.2470.6140.5000.7500.4600.5400.49781100.530964914971.2472.80022.8382501502.0002nd segment29.98371.85071.8506501751505030.219Design Singly Reinforcement698.5000.0010643702334.94002662270.0000.0000.000698.50012612687.4400.6140.5000.7500.4600.5400.49781100.530964914987.4402.80039.0311502.0003rd segment27.09571.85071.8506501751505030.219Design Singly Reinforcement-698.5000.0010643702334.94002662270.0000.0000.000-698.50012612683.1220.6140.5000.7500.4600.5400.49781100.530964914983.1222.80034.7131502.0004th segment29.24771.85071.8506501751505030.219Design Singly Reinforcement-698.5000.0010643702334.94002662270.0000.0000.000-698.50012612686.3600.6140.5000.7500.4600.5400.49781100.530964914986.3602.80037.9511502.000ERROR:#REF!1st segment28.21971.85071.8503501751505016.272Design Doubly Reinforcement-376.1150.0010643702334.9400266227-28.219-26.178-7.173-402.29412412482.2960.6570.5000.7500.4600.5400.51081100.530964914982.2962.80055.5121001001.2502nd segment25.50171.85071.8503501751505016.272Design Doubly Reinforcement-376.1150.0010643702334.9400266227-25.501-23.656-6.482-399.77212412478.2320.6530.5000.7500.4600.5400.50981100.530964914978.2322.80051.5171001.2503rd segment27.52771.85071.8503501751505016.272Design Doubly Reinforcement376.1150.0010643702334.940026622727.52625.5366.997401.65112412481.2800.6560.5000.7500.4600.5400.51081100.530964914981.2802.80054.5131001.250ERROR:#REF!35.60771.85071.8507001751505032.543Design Doubly Reinforcement-752.2310.0010643702334.9400266227-35.606-33.031-9.051-785.26212712796.6790.6410.5000.7500.4600.5400.50581100.530964914996.6792.80043.6401251252.000ERROR:#REF!35.60771.85071.8507001751505032.543Design Doubly Reinforcement-752.2310.0010643702334.9400266227-35.606-33.031-9.051-785.26212712796.6790.6410.5000.7500.4600.5400.50581100.530964914996.6792.80043.6401251252.000ERROR:#REF!33.06371.85071.8505001751505023.245Design Doubly Reinforcement537.3080.0010643702334.940026622733.06330.6728.404567.98012512589.7730.6490.5000.7500.4600.5400.50881100.530964914989.7732.80051.6941001251.600ERROR:#REF!28.48571.85071.8504501751505020.921Design Doubly Reinforcement-483.5770.0010643702334.9400266227-28.485-26.425-7.241-510.00212512577.3430.6480.5000.7500.4600.5400.50781100.530964914977.3432.80043.1041251251.500ERROR:#REF!36.27071.85071.8508501751505039.517Design Singly Reinforcement-913.4230.0010643702292.76486238530.0000.0000.000-913.42312812898.4800.6140.5000.7500.4600.5400.49781100.530964914998.4802.80035.1761501252.300ERROR:#REF!27.95771.85071.8505001751505023.245Design Doubly Reinforcement-537.3080.0010643702334.9400266227-27.956-25.935-7.106-563.24212512582.5500.6440.5000.7500.4600.5400.50681100.530964914982.5502.80044.6011251251.600ERROR:#REF!25.80671.85071.850200175150509.298Design Doubly Reinforcement214.9230.0010643702334.940026622725.80623.9406.560238.86312212276.2000.6820.5000.7500.4600.5400.51881100.530964914976.2002.80060.6481001251.000ERROR:#REF!29.24771.85071.8507001751505032.543Design Singly Reinforcement-752.2310.0010643702334.94002662270.0000.0000.000-752.23112712786.3600.6140.5000.7500.4600.5400.49781100.530964914986.3602.80034.2271501252.000ERROR:#REF!1st segment29.31471.85071.8502501751505011.623Design Doubly Reinforcement268.6540.0010643702334.940026622729.31327.1947.451295.84812312382.4350.6760.5000.7500.4600.5400.51681100.530964914982.4352.80063.070751001.1002nd segment32.53971.85071.8502501751505011.623Design Doubly Reinforcement-268.6540.0010643702334.9400266227-32.538-30.185-8.271-298.83912312386.8510.6830.5000.7500.4600.5400.51981100.530964914986.8512.80067.404751.100ERROR:#REF!1st segment32.00871.85071.8505001751505023.245Design Doubly Reinforcement537.3080.0010643702334.940026622732.00729.6938.136567.00012512590.0110.6480.5000.7500.4600.5400.50781100.530964914990.0112.80051.9591001001.6002nd segment35.52971.85071.8505001751505023.245Design Doubly Reinforcement-537.3080.0010643702334.9400266227-35.529-32.959-9.031-570.26712512594.8330.6520.5000.7500.4600.5400.50981100.530964914994.8332.80056.6921001.600CROSS BEAM perpendicular to exisitng footingBDXZ 1 Building1142.949203.575203.57530045042550111.964Design Doubly Reinforcement-913.4230.002640366331.5807941068-142.949-131.281-89.216-1044.704203203146.5320.7740.5000.7500.4600.5400.54881100.5309649149146.5322.80076.708200150XZ 2 Building142.756131.725131.7252303002755035.939Design Doubly Reinforcement-453.1300.0021714747331.5807941068-42.755-39.265-21.945-492.395162162107.9120.7140.5000.7500.4600.5400.52881100.5309649149107.9122.80074.493125125YZ 1 Building1151.789203.575203.57530045042550111.964Design Doubly Reinforcement-913.4230.002640366331.5807941068-151.788-139.399-94.733-1052.822165165157.5090.7800.5000.7500.4600.5400.55081100.5309649149157.5092.80087.440175125YZ 2 Building1151.789203.575203.57530045042550111.964Design Doubly Reinforcement-913.4230.002640366331.5807941068-151.788-139.399-94.733-1052.822165165157.5090.7800.5000.7500.4600.5400.55081100.5309649149157.5092.80087.440175125YZ 3 Building184.304131.725131.7252303002755035.939Design Doubly Reinforcement-453.1300.0021714747331.5807941068-84.304-77.423-43.272-530.553163163130.0080.7690.5000.7500.4600.5400.54681100.5309649149130.0082.80095.470100100YZ 4 Building162.182131.725131.7252303002755035.939Design Doubly Reinforcement-453.1300.0021714747331.5807941068-62.181-57.106-31.916-510.235163163108.5070.7390.5000.7500.4600.5400.53781100.5309649149108.5072.80074.565125125YZ 5 Building1210.577203.575203.57535045042550130.624Design Doubly Reinforcement-1065.6610.002640366331.5807941068-210.576-193.389-131.424-1259.050204204173.8120.7990.5000.7500.4600.5400.55681100.5309649149173.8122.80091.136175125XZ 1 Building280.728131.725131.7252303002755035.939Design Doubly Reinforcement-453.1300.0021714747331.5807941068-80.727-74.138-41.436-527.268163163122.7850.7640.5000.7500.4600.5400.54581100.5309649149122.7852.80088.343125125XZ 2 Building220.590131.725131.7252303002755035.939Design Singly Reinforcement-453.1300.0021714747331.58079410680.0000.0000.000-453.13016216290.8400.6570.5000.7500.4600.5400.51081100.530964914990.8402.80058.573175125XZ 3 Building2142.199203.575203.57530045042550111.964Design Doubly Reinforcement-913.4230.002640366331.5807941068-142.198-130.592-88.748-1044.015165165145.4520.7730.5000.7500.4600.5400.54781100.5309649149145.4522.80075.650200150YZ 1 Building230.588131.725131.7252303002755035.939Design Singly Reinforcement-453.1300.0021714747331.58079410680.0000.0000.000-453.130162162105.7980.6570.5000.7500.4600.5400.51081100.5309649149105.7982.80073.532125125YZ 2 Building288.343131.725131.7252303002755035.939Design Doubly Reinforcement-453.1300.0021714747331.5807941068-88.342-81.132-45.344-534.261163163136.6160.7740.5000.7500.4600.5400.54881100.5309649149136.6162.800101.969100100