| Date post: | 14-Oct-2015 |
| Category: |
Documents |
| Upload: | sanjoy-sanyal |
| View: | 49 times |
| Download: | 0 times |
of 24
S5PROJECT : BMRCPAGE : 14PART OF STRUCTURE : YESHWANTPUR.DESIGN BY : Ajeet2interrior panel.REF. DRAWING. : CHECKED BY:PC123456789123456789Interior PanelOne short edge discont.DATE : 10.0320.0370.0370.0470.045-0.057--1.110.0240.0280.0280.0350.0350.0350.0430.0430.0561.1One Short Edge DiscontinousOne longe edge discont.General Data Slab-S51.10.0370.0430.0440.0530.049-0.064--1.21.10.0280.0320.0330.040.0370.0430.0480.0510.0641.2One long Edge Distcont.Two adjesent edge discont.Grade of concrete, fck=35N/mm21.20.0430.0480.0520.060.052-0.071--1.31.20.0320.0360.0390.0450.040.0510.0530.0590.0721.3Two Adjacet Edges Discont.Two short edge discont.Density of soil=18kN/m31.30.0470.0510.0570.0650.056-0.076--1.41.30.0360.0390.0440.0490.0430.0570.0570.0650.0791.4Two Short Edges Discont.Three edge discont.(One short edge cont.)Yeild stress of steel Fy .=500N/mm2.1.40.0510.0550.0630.0710.059-0.08--1.51.40.0390.0410.0470.0530.0440.0630.060.0710.0851.5Two Longt Edges Discont.Modular Ratio (m) =8.01.50.0530.0570.0670.0750.06-0.084--1.751.50.0410.0440.0510.0560.0450.0680.0640.0760.0891.75Three Edges Discont. (One Long Edge Cont.)Permissible stress in comp. bending, cbc =11.5N/mm2.1.750.060.0640.0770.0840.065-0.091--21.750.0450.0480.0590.0630.0490.080.0690.0870.12Three Edges Discont. (One Short Edge Cont.)Permissible tensile stress of concrete in due to bending, ct' =2.2N/mm2.20.0650.06680.0850.0910.069-0.097--2.520.0490.0520.0650.0690.0520.0880.0730.0960.1072.5Four Edges DiscontIncrease thicknessPermissible direct tensile stress of concrete, t =1.6N/mm2.Permissible stress in concrete in tension =4N/mm2.50.0320.0370.0370.047-0.045-0.057-50.0240.0280.0280.0350.0350.0350.0430.0430.056Short span of the slab, lx =3.5m.Long span of the slab, ly =4.3m.1.20.060.0471.20.0450.035Aspect ratio, r = ly/lx =1.23m.1.20.06142857141.20.0461428571Thickness of Slab =0.2m.1.30.0651.30.049 Clear Cover. =25mm.Self wt.+C.P.=5.25Floor finishes=0.25Partitions=0Filling=5.4Total DL=10.90Total LL=5Total Load=15.90Edge ConditionTwo Adjacet Edges Discont.Coeff.B.M., kN.mdeff, mmTension in wall kNPer. Stress in steelAlong shorter direction at top0.06111.961695130Along shorter direction at bottom0.0468.991695130Along longer direction at top0.0479.151695130Along longer direction at bottom0.0356.821695130
Dia of barRequired ReinforcementProvided ReinforcementfAst, mm2SpacingSpacingAst, mm2Along shorter direction at top12649174150755Along shorter direction at bottom12497228150755Along longer direction at top12505224150755Along longer direction at bottom12434260150755 Important CheckCheck for Cracking(Assuming uncrack Section)ct't'ct' / ctt' / tct' / ct + t' / tAlong shorter direction at bottom1.290.0240.590.0150.60Along longer direction at bottom0.980.0240.440.0150.46
643.55070133120.00217142861.9463057544696394791.6666675625
1
S4PROJECT : BMRCPAGE : 14PART OF STRUCTURE : YESHWANTPUR.DESIGN BY : Ajeet2interrior panel.REF. DRAWING. : CHECKED BY:PC123456789123456789Interior PanelOne short edge discont.DATE : 10.0320.0370.0370.0470.045-0.057--1.110.0240.0280.0280.0350.0350.0350.0430.0430.0561.1One Short Edge DiscontinousOne longe edge discont.General Data Slab-S41.10.0370.0430.0440.0530.049-0.064--1.21.10.0280.0320.0330.040.0370.0430.0480.0510.0641.2One long Edge Distcont.Two adjesent edge discont.Grade of concrete, fck=35N/mm21.20.0430.0480.0520.060.052-0.071--1.31.20.0320.0360.0390.0450.040.0510.0530.0590.0721.3Two Adjacet Edges Discont.Two short edge discont.Density of soil=18kN/m31.30.0470.0510.0570.0650.056-0.076--1.41.30.0360.0390.0440.0490.0430.0570.0570.0650.0791.4Two Short Edges Discont.Three edge discont.(One short edge cont.)Yeild stress of steel Fy .=500N/mm2.1.40.0510.0550.0630.0710.059-0.08--1.51.40.0390.0410.0470.0530.0440.0630.060.0710.0851.5Two Longt Edges Discont.Modular Ratio (m) =8.01.50.0530.0570.0670.0750.06-0.084--1.751.50.0410.0440.0510.0560.0450.0680.0640.0760.0891.75Three Edges Discont. (One Long Edge Cont.)Permissible stress in comp. bending, cbc =11.5N/mm2.1.750.060.0640.0770.0840.065-0.091--21.750.0450.0480.0590.0630.0490.080.0690.0870.12Three Edges Discont. (One Short Edge Cont.)Permissible tensile stress of concrete in due to bending, ct' =2.2N/mm2.20.0650.06680.0850.0910.069-0.097--2.520.0490.0520.0650.0690.0520.0880.0730.0960.1072.5Four Edges DiscontIncrease thicknessPermissible direct tensile stress of concrete, t =1.6N/mm2.Permissible stress in concrete in tension =4N/mm2.50.0320.0370.0370.047-0.045-0.057-50.0240.0280.0280.0350.0350.0350.0430.0430.056Short span of the slab, lx =3.5m.Long span of the slab, ly =7m.20.0910.04720.0690.035Aspect ratio, r = ly/lx =2.00m.2.00.0912.00.069Thickness of Slab =0.2m.2.50.0912.50.069 Clear Cover. =25mm.Self wt.+C.P.=5.25Floor finishes=0.25Partitions=0Filling=5.4Total DL=10.90Total LL=5Total Load=15.90Edge ConditionTwo Adjacet Edges Discont.Coeff.B.M., kN.mdeff, mmTension in wall kNPer. Stress in steelAlong shorter direction at top0.09117.721695130Along shorter direction at bottom0.06913.441695130Along longer direction at top0.0479.151695130Along longer direction at bottom0.0356.821695130
Dia of barRequired ReinforcementProvided ReinforcementfAst, mm2SpacingSpacingAst, mm2Along shorter direction at top129421201001132Along shorter direction at bottom127241561001132Along longer direction at top12505224150755Along longer direction at bottom12434260150755 Important CheckCheck for Cracking(Assuming uncrack Section)ct't'ct' / ctt' / tct' / ct + t' / tAlong shorter direction at bottom1.890.0240.860.0150.87Along longer direction at bottom0.980.0240.440.0150.46
937.3065040650.00217142863.0102110454711239166.6666675625
1
F-1PROJECT : BMRCPAGE : 1PART OF STRUCTURE : YESHWANTPUR.DESIGN BY : AjeetREF. DRAWING. : CHEACKED BY:PCDATE : DESIGN OF WALL FOUNDATION FOR WALL W1Grade of concrete, fck=35Permissible stress in steel=130N/mm2Modular Ratio (m) =8.0Permissible stress in comp. bending, cbc=11.5Permissible tensile stress of concrete in due to bending, ct' =2.4N/mm2Angle of repose=30Cover=40mmDensity of soil=18kN/m3Coefficient of active E.P., ka=0.33Coefficient of passive E.P., kp=3Gross SBC of soil=204kN/m2Design of wall foundation for Soil pr.0.4
WaterSoil3
11
0.42.40.35244.45
33.0575.28
57.6950.6563.88S.No.ItemDistance from toeLoads, kNMoment, kN.m
1Wall (Rectangular portion)1.20030.00036.0002Load on the wall1.2002226.4003Base slab1.20024.00028.8004Soil above heel (rec. part)1.90054.000102.600Total130.00193.80Overturning moment, Mo=17.53kN mDistance from toe where resultant reaction acts, x=1.49mEcc. of load (+ve if load is on right of center), e=0.291mMoment of resistance=37.80kN mNet moment, Mo-MR=20.27kN mPressure at toe=75.28kN/m2SafePressure at heel=33.05kN/m2SafeDesign of ToeMoment kN-mdeff, mmRequiredProvided Ast, mm2SpacingSpacingAst, mm2pt37.643521693321515013400.381OkDesign of HeelMoment kN-mdeff, mmRequiredProvided Ast, mm2SpacingSpacingAst, mm2pt6.0835216151133515013400.381OkDesign of wall foundation for water pressureHeight of water =2.6m0.4
WaterSoil3
110.4
2.40.35247.47
53.3131.69
40.7044.3037.53S.No.ItemDistance from toeLoads, kNMoment, kN.m
1Wall (Rectangular portion)1.20030.00036.0002Load on the wall1.2002226.4003Base slab1.20024.00028.8004Water above heel (rec. part)1.90026.00049.400Total102.00140.60Overturning moment, Mo=-28.58kN mDistance from toe where resultant reaction acts, x=1.38mEcc. of load (+ve if load is on right of center), e=0.178mMoment of resistance=18.20kN mNet moment, Mo-MR=10.38kN mPressure at toe=53.31kN/m2SafePressure at heel=31.69kN/m2SafeDesign of ToeMoment kN-mdeff, mmRequiredProvided Ast, mm2SpacingSpacingAst, mm2pt13.333521633060815013400.381OkDesign of HeelMoment kN-mdeff, mmRequiredProvided Ast, mm2SpacingSpacingAst, mm2pt-5.1035216126159120010050.286Ok Important CheckCheck for stress in steelp=0.34%x/d=0.21fs(Bending)=31.19N/mm^2Total=31.19N/mm^2okCheck for Cracking(Assuming uncrack Section)I =5.6E+09mm^4Bending Tension=1.35N/mm^2ok
1
F-2PROJECT : BMRCPAGE : 1PART OF STRUCTURE : YESHWANTPUR.DESIGN BY : AjeetREF. DRAWING. : CHEACKED BY:PCDATE : DESIGN OF WALL FOUNDATION FOR WALL W2Grade of concrete, fck=35Permissible stress in steel=130N/mm2Modular Ratio (m) =8.0Permissible stress in comp. bending, cbc=11.5Permissible tensile stress of concrete in due to bending, ct' =2.4N/mm2Angle of repose=30Cover=40mmDensity of soil=18kN/m3Coefficient of active E.P., ka=0.33Coefficient of passive E.P., kp=3Gross SBC of soil=204kN/m2Design of wall foundation for both side water0.4
Waterwater3
11
0.42.40.35283.75
83.7583.75
83.7583.7583.75S.No.ItemDistance from toeLoads, kNMoment, kN.m
1Wall (Rectangular portion)1.20030.00036.0002Load on the wall1.2003946.8003Base slab1.20024.00028.8004water above heel,toe1.200108.000129.600Total201.00241.20Overturning moment, Mo=0.00kN mDistance from toe where resultant reaction acts, x=1.20mEcc. of load (+ve if load is on right of center), e=0.000mMoment of resistance=0.00kN mNet moment, Mo-MR=0.00kN mPressure at toe=83.75kN/m2SafePressure at heel=83.75kN/m2SafeDesign of ToeMoment kN-mdeff, mmRequiredProvided Ast, mm2SpacingSpacingAst, mm2pt41.8835216103819415013400.381OkDesign of HeelMoment kN-mdeff, mmRequiredProvided Ast, mm2SpacingSpacingAst, mm2pt-14.883521636954515013400.381OkDesign of wall foundation for water pressureHeight of water =2.6m0.4
WaterSoil3
110.4
2.40.35254.56
60.4038.77
47.7851.3944.61S.No.ItemDistance from toeLoads, kNMoment, kN.m
1Wall (Rectangular portion)1.20030.00036.0002Load on the wall1.2003946.8003Base slab1.20024.00028.8004Water above heel (rec. part)1.90026.00049.400Total119.00161.00Overturning moment, Mo=-28.58kN mDistance from toe where resultant reaction acts, x=1.35mEcc. of load (+ve if load is on right of center), e=0.153mMoment of resistance=18.20kN mNet moment, Mo-MR=10.38kN mPressure at toe=60.40kN/m2SafePressure at heel=38.77kN/m2SafeDesign of ToeMoment kN-mdeff, mmRequiredProvided Ast, mm2SpacingSpacingAst, mm2pt15.103521637453715013400.381OkDesign of HeelMoment kN-mdeff, mmRequiredProvided Ast, mm2SpacingSpacingAst, mm2pt-8.643521621493920010050.286Ok Important CheckCheck for stress in steelp=0.34%x/d=0.21fs(Bending)=34.70N/mm^2Total=34.70N/mm^2okCheck for Cracking(Assuming uncrack Section)I =5.6E+09mm^4Bending Tension=1.50N/mm^2ok
1
F3PROJECT : BMRCPAGE : 1PART OF STRUCTURE : YESHWANTPUR.DESIGN BY : AjeetREF. DRAWING. : CHEACKED BY:PCDATE : DESIGN OF WALL FOUNDATION FOR WALL W3Grade of concrete, fck=35Permissible stress in steel=130N/mm2Modular Ratio (m) =8.0Permissible stress in comp. bending, cbc=11.5Permissible tensile stress of concrete in due to bending, ct' =2.4N/mm2Angle of repose=30Cover=40mmDensity of soil=18kN/m3Coefficient of active E.P., ka=0.33Coefficient of passive E.P., kp=3Gross SBC of soil=204kN/m2Design of wall foundation for Soil pr.0.4
WaterSoil3
11
0.42.40.35229.17
29.1729.17
29.1729.1729.17S.No.ItemDistance from toeLoads, kNMoment, kN.m
1Wall (Rectangular portion)1.20030.00036.0002Load on the wall1.2001619.2003Base slab1.20024.00028.8004Soil above heel (rec. part)1.9000.0000.000Total70.0084.00Overturning moment, Mo=0.00kN mDistance from toe where resultant reaction acts, x=1.20mEcc. of load (+ve if load is on right of center), e=0.000mMoment of resistance=0.00kN mNet moment, Mo-MR=0.00kN mPressure at toe=29.17kN/m2SafePressure at heel=29.17kN/m2SafeDesign of ToeMoment kN-mdeff, mmRequiredProvided Ast, mm2SpacingSpacingAst, mm2pt14.583521636255615013400.381OkDesign of HeelMoment kN-mdeff, mmRequiredProvided Ast, mm2SpacingSpacingAst, mm2pt12.423521630865315013400.381OkDesign of wall foundation for water pressureHeight of water =2.6m0.4
WaterSoil3
110.4
2.40.35238.89
37.5842.42
40.4039.6041.11S.No.ItemDistance from toeLoads, kNMoment, kN.m
1Wall (Rectangular portion)1.20030.00036.0002Load on the wall1.2001619.2003Base slab1.20024.00028.8004Water above heel (rec. part)1.90026.00049.400Total96.00133.40Overturning moment, Mo=-15.880kN mDistance from toe where resultant reaction acts, x=1.390mEcc. of load (+ve if load is on right of center), e=0.190mMoment of resistance=18.20kN mNet moment, Mo-MR=-2.32kN mPressure at toe=37.58kN/m2SafePressure at heel=42.42kN/m2SafeDesign of ToeMoment kN-mdeff, mmRequiredProvided Ast, mm2SpacingSpacingAst, mm2pt9.403521623386315013400.381OkDesign of HeelMoment kN-mdeff, mmRequiredProvided Ast, mm2SpacingSpacingAst, mm2pt-7.7035216191105320010050.286Ok Important CheckCheck for stress in steelp=0.34%x/d=0.21fs(Bending)=12.08N/mm^2Total=12.08N/mm^2okCheck for Cracking(Assuming uncrack Section)I =5.6E+09mm^4Bending Tension=0.52N/mm^2ok
1
Beam(1B1)BEAM DESIGNTotal load from slab+filling+LL=15.9kN/m2UDL from one slab=55.7kN/mBeam dimension, B=0.3mBeam dimension, D=0.6mBeam Length=4.3mSelf weight of beam=4.5kN/mTotal load=60.2kN/mMoment, M=139.0kN-mShear force, V=129.3kNCheck for momentPermissible stress in steel=130N/mm2Grade of concrete, fck=35N/mm2Cover=25mmReinforcement dia. Provided=20mmAvailable eff. depth, d=565mmPermissible stress in comp. bending, cbc=11.5N/mm2Perm. st. in tension due to bending, ct'=2.2N/mm2Permissible stress in tension, t=1.6N/mm2Direct tension in beam=68.00kNMinimum reinforcement required=1177mm2Area of steel required=2170mm2Area of reinforcement provided=2946mm2Check for shearpt=1.74%tc=0.430N/mm2Vs=51.9kNDia=102leggedAsv=157mm2sv=222mm c/c
wall 1PROJECT : BMRCPAGE : 1PART OF STRUCTURE : YESHWANTPUR.DESIGN BY : AjeetREF. DRAWING. : CHECKED BY:PCDATE : Design of Under Ground Water tank wall-W1 as per IS-3370(Part-IV) DesignTableWater tank dimensions7.2Soil
Water
4.4m
Required/Provided Steel Detail.
Edge span Plan:-Middle Span Plan
Steel TypeDia of barRequired ReinforcementProvided ReinforcementfAst, mm2SpacingSpacingAst, mm2A166802962001006326B12335338150755420C12517219150755238D166802962001006326E12401282150755354F166802962001006326G1269716215075558H166802962001006326
Maximum Horizontal steel.697mm2
Maximum vertical steel steel.680mm2
General Data
Grade of concrete, fck35N/mm2Angle of repose30Cover25mmDensity of soil18kN/m3Coefficient of active E.P., ka0.33Coefficient of passive E.P., kp3 Permissible stress in steel st =130N/mm2.Modular Ratio (m) =8.0Permissible stress in comp. bending, cbc =11.5N/mm2.Permissible tensile stress of concrete in due to bending, ct' =2.2N/mm2.Permissible direct tensile stress of concrete, t =1.6N/mm2.Length of water tank (L) =7.2m.Width of water tank (D) =4.4m.Height of water tank(H) =3m.Wall thicknessThickness at top (Tt) =0.3m.Thickness at bottom (Tb) =0.5m. Av. Thickness of wall =0.40m. Clear Cover of vertical steel =25mm.
Design of Water tank wall W1 for Water Pressure
Freely supported
3
29.4kN/m27.2Value of Moment Coefficient
S NOX/HMid Span moment CoefficientEdge moment CoefficientVertical Moment Coefficent(mx)Horizontal Moment Coefficent(my)Vertical Moment Coefficent(mx)Horizontal Moment Coefficent(my)100.0000.0270.000-0.07420.250.0120.022-0.013-0.06630.50.0110.014-0.011-0.05340.75-0.0210.000-0.005-0.02751-0.108-0.0220.0000.000
Tension in wall Note :-when sign +ve that means Tension in remote face. when sign -ve that means Tension in water face..Maximum Horizontal Tension =KwH^230KN Moment :-Horizontal Moment=my.wH^3Vertical Moment=mx.wH^3S NOX/HMid Span moment CoefficientEdge moment CoefficientVertical Moment Horizontal Moment Vertical Moment Horizontal Moment 100.0007.1440.000-19.58020.253.1755.821-3.440-17.46430.52.9113.704-2.911-14.02440.75-5.5570.000-1.323-7.14451-28.577-5.8210.0000.000
Steel Required.S NOX/HMid Span Steel Required.Edge Steel Required CoefficientVertical steel Horizontal SteelVertical SteelHorizontal Steel671.2531521475100.00400.810.00696.79312.503945274320.2575.57369.3281.87646.4130.569.27318.9469.27564.5440.75132.25230.7731.49400.8151680.14369.320.00230.77
Design of Water tank wall W1 for Soil Pressure
Freely supported
3
18.04kN/m27.2Value of Moment Coefficients
S NOX/HMid Span moment CoefficientEdge moment CoefficientVertical Moment Coefficent(mx)Horizontal Moment Coefficent(my)Vertical Moment Coefficent(mx)Horizontal Moment Coefficent(my)100.0000.0270.000-0.074eERROR:#DIV/0!20.250.0120.022-0.013-0.066d-0.5h30.50.0110.014-0.011-0.053040.75-0.0210.000-0.005-0.02751-0.108-0.0220.0000.000
Tension in wall Note :-when sign +ve that means Moment in remote face. when sign -ve that means Moment in water face..Maximum Horizontal Tension =KwH^20KN Moment :-Horizontal Moment=my.wH^3Vertical Moment=mx.wH^3S NOX/HMid Span moment CoefficientEdge moment CoefficientVertical Moment Horizontal Moment Vertical Moment Horizontal Moment 100.00-4.3830.00012.01220.25-1.948-3.5712.11010.71330.5-1.786-2.2731.7868.60340.753.4090.0000.8124.3835117.5313.5710.0000.000Steel Required
S NOX/HMid Span Steel Required.Edge Steel Required CoefficientVertical steel Horizontal SteelVertical SteelHorizontal Steel100.00335.080.00516.6620.2546.36315.7650.22485.7530.542.50284.8642.50435.5340.7581.13230.7719.32335.0851417.25315.760.00230.77
Important CheckCheck for stress in steelFor Vertical Steel:-p=0.25%x/d=0.18fs(Bending)=21.63N/mm^2Fs(Tension)=0N/mm^2Total=21.63N/mm^2SafeFor Horizontal Steel:-p=0.19%x/d=0.79fs(Bending)=18.92N/mm^2Fs(Tension)=39.74N/mm^2Total=58.66N/mm^2Safe
Check for Cracking(Assuming uncrack Section)For Vertical Strip:-I =5548994583.33333mm^4Bending Tension=1.02998N/mm^2SafeAxial Tension =0N/mm^2SafeFor Horizontal Strip:-I =5495186458.33333mm^4Bending Tension=0.71264N/mm^2SafeAxial Tension =0.0740219845N/mm^2Safe
Check for Interaction:- t' ct' t ctFor Vertical strip:-00.50.5okFor Horizontal Strip:-4.63E-020.320.37ok
1
wall 2PROJECT : BMRCPAGE : 1PART OF STRUCTURE : YESHWANTPUR.DESIGN BY : AjeetREF. DRAWING. : CHEACKED BY:PCDATE : Design of Under Ground Water tank wall-W2 as per IS-3370(Part-IV) DesignTableWater tank dimensions7.2Soil
Water
4.4m
Required/Provided Steel Detail.
Edge span Plan:-Middle Span Plan
Steel TypeDia of barRequired ReinforcementProvided ReinforcementfAst, mm2SpacingSpacingAst, mm2A166802962001006B12231490150755C12231490150755D166802962001006E12401282150755F166802962001006G12697162150755H166802962001006
Maximum Horizontal steel.697mm2
Maximum vertical steel 680mm2
General Data
Grade of concrete, fck35N/mm2Angle of repose30Cover25mmDensity of soil18kN/m3Coefficient of active E.P., ka0.33Coefficient of passive E.P., kp3 Permissible stress in steel st =130N/mm2.Modular Ratio (m) =8.0Permissible stress in comp. bending, cbc =11.5N/mm2.Permissible tensile stress of concrete in due to bending, ct' =2.2N/mm2.Permissible direct tensile stress of concrete, t =1.6N/mm2.Length of water tank (L) =7.2m.Weidth of water tank (D) =4.4m.Height of water tank(H) =3m.Wall thicknessThickness at top (Tt) =0.3m.Thickness at bottom (Tb) =0.5m. Av. Thickness of wall =0.40m. Clear Cover of vetical steel =25mm.
Design of Water tank wall W2 for Water Pressure
Freely supported
3
29.4kN/m27.2Value of Moment Coeffiecent
S NOX/HMid Span moment CoefficentEdge moment CoefficentVertical Moment Coefficent(mx)Horizontal Moment Coefficent(my)Vertical Moment Coefficent(mx)Horizontal Moment Coefficent(my)100.0000.0270.000-0.07420.250.0120.022-0.013-0.06630.50.0110.014-0.011-0.05340.75-0.0210.000-0.005-0.02751-0.108-0.0220.0000.000
Tension in wall Note :-when sign +ve that means Tension in remote face. when sign -ve that means Tension in water face..Maximum Horizontal Tension =KwH^230KN Moment :-Horizontal Moment=my.wH^3Vertical Moment=mx.wH^3S NOX/HMid Span moment CoefficentEdge moment CoefficentVertical Moment Horizontal Moment Vertical Moment Horizontal Moment 100.0007.1440.000-19.58020.253.1755.821-3.440-17.46430.52.9113.704-2.911-14.02440.75-5.5570.000-1.323-7.144950.77551-28.577-5.8210.0000.000
Steel Required.S NOX/HMid Span Steel Required.Edge Steel Required CoefficentVertical steel Horizontal SteelVertical SteelHorizontal Steel100.00400.810.00696.7920.2575.57369.3281.87646.4130.569.27318.9469.27564.5440.75132.25230.7731.49400.8151680.14369.320.00230.77
Design of Water tank wall W2 for Both side water.
Freely supported
3
29.4kN/m27.2Value of Moment Coeffiecent
S NOX/HMid Span moment CoefficentEdge moment CoefficentVertical Moment Coefficent(mx)Horizontal Moment Coefficent(my)Vertical Moment Coefficent(mx)Horizontal Moment Coefficent(my)100.0000.0000.0000.000e020.250.0000.0000.0000.000d-0.5h30.50.0000.0000.0000.00040040.750.0000.0000.0000.000510.0000.0000.0000.000
Tension in wall Note :-when sign +ve that means Moment in remote face. when sign -ve that means Moment in water face..Maximum Horizontal Tension =KwH^260KN Moment :-Horizontal Moment=my.wH^3Vertical Moment=mx.wH^3S NOX/HMid Span moment CoefficentEdge moment CoefficentVertical Moment Horizontal Moment Vertical Moment Horizontal Moment 100.000.0000.0000.00020.250.0000.0000.0000.00030.50.0000.0000.0000.00040.750.0000.0000.0000.000510.0000.0000.0000.000Steel Required
S NOX/HMid Span Steel Required.Edge Steel Required CoefficentVertical steel Horizontal SteelVertical SteelHorizontal Steel100.00230.770.00230.77(IF(C154
