mainabhati river staad input and output report

8/2/2019 Mainabhati River STAAD Input and Output Report

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13-Dec-2011 18:10Mainabhati River.std

Print Time/Date: 13/12/2011 21:24 Print Run 1 of 24STAAD.Pro for Windows Release 2006

Job InformationEngineer Checked Approved

Name: PrakashDate: 06-Dec-11

Comments

20m RCC Bridge

Structure Type SPACE FRAME

Number of Nodes 986 Highest Node 999Number of Elements 457 Highest Beam 1348Number of Plates 721 Highest Plate 1345

Number of Basic Load Cases 61Number of Combination Load Cases 84

Included in this printout are data for: All The Whole Structure

Included in this printout are results for load cases: Type L/C Name

Primary 1 EQ+ZPrimary 2 WIND+ZPrimary 3 SELF WEIGHT OF STRUCTUREPrimary 4 IRC: CLASS A LOADING POSITION 1 WIPrimary 5 IRC: CLASS A LOADING POSITION 2 WIPrimary 6 IRC: CLASS A LOADING POSITION 3 WIPrimary 7 IRC: CLASS A LOADING POSITION 4 WIPrimary 8 IRC: CLASS A LOADING POSITION 5 WIPrimary 9 IRC: CLASS A LOADING POSITION 6 WIPrimary 10 IRC: CLASS A LOADING POSITION 7 WIPrimary 11 IRC: CLASS A LOADING POSITION 8 WIPrimary 12 IRC: CLASS A LOADING POSITION 9 WIPrimary 13 IRC: CLASS A LOADING POSITION 10 WPrimary 14 IRC: CLASS A LOADING POSITION 11 WPrimary 15 IRC: CLASS A LOADING POSITION 12 WPrimary 16 IRC: CLASS A LOADING POSITION 13 WPrimary 17 IRC: CLASS A LOADING POSITION 14 WPrimary 18 IRC: CLASS A LOADING POSITION 15 WPrimary 19 IRC: CLASS A LOADING POSITION 16 WPrimary 20 IRC: CLASS A LOADING POSITION 17 WPrimary 21 IRC: CLASS A LOADING POSITION 18 WPrimary 22 IRC: CLASS A LOADING POSITION 19 WPrimary 23 IRC: CLASS A LOADING POSITION 20 WPrimary 24 IRC: CLASS A LOADING POSITION 21 W




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Job Information Cont...Type L/C Name

Primary 25 IRC: CLASS A LOADING POSITION 22 WPrimary 26 IRC: CLASS A LOADING POSITION 23 WPrimary 27 IRC: CLASS A LOADING POSITION 24 WPrimary 28 IRC: CLASS A LOADING POSITION 25 WPrimary 29 IRC: CLASS A LOADING POSITION 26 WPrimary 30 IRC: CLASS A LOADING POSITION 27 WPrimary 31 IRC: CLASS A LOADING POSITION 28 WPrimary 32 IRC: CLASS A BRAKING LOAD POSITIOPrimary 33 IRC: CLASS A BRAKING LOAD POSITIO

Primary 34 IRC: CLASS A BRAKING LOAD POSITIOPrimary 35 IRC: CLASS A BRAKING LOAD POSITIOPrimary 36 IRC: CLASS A BRAKING LOAD POSITIOPrimary 37 IRC: CLASS A BRAKING LOAD POSITIOPrimary 38 IRC: CLASS A BRAKING LOAD POSITIOPrimary 39 IRC: CLASS A BRAKING LOAD POSITIOPrimary 40 IRC: CLASS A BRAKING LOAD POSITIOPrimary 41 IRC: CLASS A BRAKING LOAD POSITIOPrimary 42 IRC: CLASS A BRAKING LOAD POSITIOPrimary 43 IRC: CLASS A BRAKING LOAD POSITIOPrimary 44 IRC: CLASS A BRAKING LOAD POSITIOPrimary 45 IRC: CLASS A BRAKING LOAD POSITIOPrimary 46 IRC: CLASS A BRAKING LOAD POSITIOPrimary 47 IRC: CLASS A BRAKING LOAD POSITIOPrimary 48 IRC: CLASS A BRAKING LOAD POSITIOPrimary 49 IRC: CLASS A BRAKING LOAD POSITIOPrimary 50 IRC: CLASS A BRAKING LOAD POSITIOPrimary 51 IRC: CLASS A BRAKING LOAD POSITIOPrimary 52 IRC: CLASS A BRAKING LOAD POSITIOPrimary 53 IRC: CLASS A BRAKING LOAD POSITIOPrimary 54 IRC: CLASS A BRAKING LOAD POSITIOPrimary 55 IRC: CLASS A BRAKING LOAD POSITIOPrimary 56 IRC: CLASS A BRAKING LOAD POSITIOPrimary 57 IRC: CLASS A BRAKING LOAD POSITIOPrimary 58 IRC: CLASS A BRAKING LOAD POSITIOPrimary 59 IRC: CLASS A BRAKING LOAD POSITIOPrimary 60 TEMPERATURE & SINKAGE LOADPrimary 61 ACTIVE EARTH PRESSURE

Combination 62 SELF WEIGHT + LOAD POSITION 1 WITCombination 63 SELF WEIGHT + LOAD POSITION 2 WITCombination 64 SELF WEIGHT + LOAD POSITION 3 WITCombination 65 SELF WEIGHT + LOAD POSITION 4 WITCombination 66 SELF WEIGHT + LOAD POSITION 5 WITCombination 67 SELF WEIGHT + LOAD POSITION 6 WITCombination 68 SELF WEIGHT + LOAD POSITION 7 WITCombination 69 SELF WEIGHT + LOAD POSITION 8 WIT




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Combination 70 SELF WEIGHT + LOAD POSITION 9 WITCombination 71 SELF WEIGHT + LOAD POSITION 10 WICombination 72 SELF WEIGHT + LOAD POSITION 11 WICombination 73 SELF WEIGHT + LOAD POSITION 12 WICombination 74 SELF WEIGHT + LOAD POSITION 13 WICombination 75 SELF WEIGHT + LOAD POSITION 14 WICombination 76 SELF WEIGHT + LOAD POSITION 15 WICombination 77 SELF WEIGHT + LOAD POSITION 16 WICombination 78 SELF WEIGHT + LOAD POSITION 17 WI

Combination 79 SELF WEIGHT + LOAD POSITION 18 WICombination 80 SELF WEIGHT + LOAD POSITION 19 WICombination 81 SELF WEIGHT + LOAD POSITION 20 WICombination 82 SELF WEIGHT + LOAD POSITION 21 WICombination 83 SELF WEIGHT + LOAD POSITION 22 WICombination 84 SELF WEIGHT + LOAD POSITION 23 WICombination 85 SELF WEIGHT + LOAD POSITION 24 WICombination 86 SELF WEIGHT + LOAD POSITION 25 WICombination 87 SELF WEIGHT + LOAD POSITION 26 WICombination 88 SELF WEIGHT + LOAD POSITION 27 WICombination 89 SELF WEIGHT + LOAD POSITION 28 WICombination 90 SELF WT + LOAD POSITION 1 +BRAK LCombination 91 SELF WT + LOAD POSITION 2 +BRAK LCombination 92 SELF WT + LOAD POSITION 3 +BRAK LCombination 93 SELF WT + LOAD POSITION 4 +BRAK LCombination 94 SELF WT + LOAD POSITION 5 +BRAK LCombination 95 SELF WT + LOAD POSITION 6 +BRAK LCombination 96 SELF WT + LOAD POSITION 7 +BRAK LCombination 97 SELF WT + LOAD POSITION 8 +BRAK LCombination 98 SELF WT + LOAD POSITION 9 +BRAK LCombination 99 SELF WT + LOAD POS 10+BRAK LOADCombination 100 SELF WT + LOAD POS 11 +BRAK LOADCombination 101 SELF WT + LOAD POS 12 +BRAK LOADCombination 102 SELF WT + LOAD POS 13 +BRAK LOADCombination 103 SELF WT + LOAD POS 14 +BRAK LOADCombination 104 SELF WT + LOAD POS 15 +BRAK LOADCombination 105 SELF WT + LOAD POS 16 +BRAK LOADCombination 106 SELF WT + LOAD POS 17 +BRAK LOADCombination 107 SELF WT + LOAD POS 18 +BRAK LOADCombination 108 SELF WT + LOAD POS 19 +BRAK LOADCombination 109 SELF WT + LOAD POS 20 +BRAK LOADCombination 110 SELF WT + LOAD POS 21 +BRAK LOADCombination 111 SELF WT + LOAD POS 22 +BRAK LOADCombination 112 SELF WT + LOAD POS 23 +BRAK LOADCombination 113 SELF WT + LOAD POS 24 +BRAK LOADCombination 114 SELF WT + LOAD POS 25 +BRAK LOAD




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Combination 114 SELF WT + LOAD POS 25 +BRAK LOADCombination 115 SELF WT + LOAD POS 26 +BRAK LOADCombination 116 SELF WT + LOAD POS 27 +BRAK LOADCombination 117 SELF WT + LOAD POS 28 +BRAK LOADCombination 118 SELF WT + LOAD POS 1 +BRAK LOAD PCombination 119 SELF WT + LOAD POS 2 +BRAK LOAD PCombination 120 SELF WT + LOAD POS 3 +BRAK LOAD PCombination 121 SELF WT + LOAD POS 4 +BRAK LOAD PCombination 122 SELF WT + LOAD POS 5 +BRAK LOAD P

Combination 123 SELF WT + LOAD POS 6 +BRAK LOAD PCombination 124 SELF WT + LOAD POS 7 +BRAK LOAD PCombination 125 SELF WT + LOAD POS 8 +BRAK LOAD PCombination 126 SELF WT + LOAD POS 9 +BRAK LOAD PCombination 127 SELF WT + LOAD POS 10 +BRAK LOADCombination 128 SELF WT + LOAD POS 11 +BRAK LOADCombination 129 SELF WT + LOAD POS 12 +BRAK LOADCombination 130 SELF WT + LOAD POS 13 +BRAK LOADCombination 131 SELF WT + LOAD POS 14 +BRAK LOADCombination 132 SELF WT + LOAD POS 15 +BRAK LOADCombination 133 SELF WT + LOAD POS 16 +BRAK LOADCombination 134 SELF WT + LOAD POS 17 +BRAK LOADCombination 135 SELF WT + LOAD POS 18 +BRAK LOADCombination 136 SELF WT + LOAD POS 19 +BRAK LOADCombination 137 SELF WT + LOAD POS 20 +BRAK LOADCombination 138 SELF WT + LOAD POS 21 +BRAK LOADCombination 139 SELF WT + LOAD POS 22 +BRAK LOADCombination 140 SELF WT + LOAD POS 23 +BRAK LOADCombination 141 SELF WT + LOAD POS 24 +BRAK LOADCombination 142 SELF WT + LOAD POS 25 +BRAK LOADCombination 143 SELF WT + LOAD POS 26 +BRAK LOADCombination 144 SELF WT + LOAD POS 27 +BRAK LOADCombination 145 SELF WT + LOAD POS 28 +BRAK LOAD




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Section PropertiesProp Section Area

(cm 2)Iyy

(cm 4)Izz

(cm 4)J

(cm 4)Material

16 Rect 1.20x0.40 4.8E 3 640E 3 5.76E 6 2.02E 6 M2517 Rect 0.40x0.30 1.2E 3 90E 3 160E 3 194E 3 M2518 Rect 0.55x0.30 1.65E 3 124E 3 416E 3 326E 3 M2519 Rect 0.20x0.20 400.000 13.3E 3 13.3E 3 22.5E 3 M2520 PIP483.0L 4.140 10.700 10.700 21.400 STEEL21 Rect 0.30x0.30 900.000 67.5E 3 67.5E 3 114E 3 M2522 PIP337.0L 2.580 3.140 3.140 6.276 STEEL23 PIP424.0M 4.000 7.710 7.710 15.422 STEEL24 PIP603.0L1 4.140 21.590 21.590 43.185 STEEL

25 PIP424.0L 3.310 6.570 6.570 13.130 STEEL26 PIP603.0L2 4.570 23.770 23.770 47.550 STEEL27 PIP761.0L 7.440 49.440 49.440 98.884 STEEL28 PIP761.0M 8.310 54.650 54.650 109.295 STEEL29 PIP603.0H 6.170 30.900 30.900 61.805 STEEL30 PIP889.0L 8.740 80.310 80.310 160.613 STEEL

Plate ThicknessProp Node A

(cm)Node B

(cm)Node C

(cm)Node D

(cm)Material

1 23.000 23.000 23.000 23.000 M25

2 38.000 38.000 15.000 15.000 M253 15.000 15.000 38.000 38.000 M254 38.000 15.000 15.000 38.000 M255 30.000 30.000 30.000 30.000 M206 25.000 25.000 25.000 25.000 M207 37.300 30.000 30.000 37.300 M208 44.600 37.300 37.300 44.600 M209 51.800 44.600 44.600 51.800 M20

10 59.100 51.800 51.800 59.100 M2011 65.600 59.100 59.100 65.600 M2012 72.000 65.600 65.600 72.000 M2013 78.500 72.000 72.000 78.500 M2014 85.000 78.500 78.500 85.000 M20

15 60.000 60.000 60.000 60.000 M20




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MaterialsMat Name E

(kN/mm 2)Density(kg/m 3) (1/°K)

1 M20 22.360 0.170 2.4E 3 10.5E -62 STEEL 205.000 0.300 7.83E 3 12E -63 M25 25.000 0.170 2.4E 3 10.5E -64 ALUMINUM 68.948 0.330 2.71E 3 23E -65 CONCRETE 21.718 0.170 2.4E 3 10E -6

SupportsNode X

(kN/mm)Y

(kN/mm)Z

(kN/mm)rX

(kN-m/deg)rY

(kN-m/deg)rZ

(kN-m/deg)

5 Fixed Fixed Fixed - - -6 Fixed Fixed Fixed - - -7 Fixed Fixed Fixed - - -

10 - Fixed - - - -13 - Fixed - - - -14 - Fixed - - - -

702 4.380 8.760 4.380 - - -703 4.380 8.760 4.380 - - -704 4.380 8.760 4.380 - - -705 4.380 8.760 4.380 - - -706 4.380 8.760 4.380 - - -

707 4.380 8.760 4.380 - - -708 4.380 8.760 4.380 - - -709 4.380 8.760 4.380 - - -710 4.380 8.760 4.380 - - -774 4.380 8.760 4.380 - - -775 4.380 8.760 4.380 - - -776 4.380 8.760 4.380 - - -777 4.380 8.760 4.380 - - -778 4.380 8.760 4.380 - - -779 4.380 8.760 4.380 - - -780 4.380 8.760 4.380 - - -781 4.380 8.760 4.380 - - -782 4.380 8.760 4.380 - - -

783 4.380 8.760 4.380 - - -784 4.380 8.760 4.380 - - -785 4.380 8.760 4.380 - - -786 4.380 8.760 4.380 - - -787 4.380 8.760 4.380 - - -788 4.380 8.760 4.380 - - -789 4.380 8.760 4.380 - - -790 4.380 8.760 4.380 - - -791 4.380 8.760 4.380 - - -792 4.380 8.760 4.380 - - -




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Supports Cont...Node X

(kN/mm)Y

(kN/mm)Z

(kN/mm)rX

(kN-m/deg)rY

(kN-m/deg)rZ

(kN-m/deg)

793 4.380 8.760 4.380 - - -794 4.380 8.760 4.380 - - -795 4.380 8.760 4.380 - - -796 4.380 8.760 4.380 - - -797 4.380 8.760 4.380 - - -798 4.380 8.760 4.380 - - -799 4.380 8.760 4.380 - - -800 4.380 8.760 4.380 - - -801 4.380 8.760 4.380 - - -

802 4.380 8.760 4.380 - - -803 4.380 8.760 4.380 - - -804 4.380 8.760 4.380 - - -805 4.380 8.760 4.380 - - -806 4.380 8.760 4.380 - - -807 4.380 8.760 4.380 - - -808 4.380 8.760 4.380 - - -809 4.380 8.760 4.380 - - -810 4.380 8.760 4.380 - - -811 4.380 8.760 4.380 - - -812 4.380 8.760 4.380 - - -813 4.380 8.760 4.380 - - -814 4.380 8.760 4.380 - - -815 4.380 8.760 4.380 - - -816 4.380 8.760 4.380 - - -817 4.380 8.760 4.380 - - -818 4.380 8.760 4.380 - - -819 4.380 8.760 4.380 - - -820 4.380 8.760 4.380 - - -821 4.380 8.760 4.380 - - -822 4.380 8.760 4.380 - - -823 4.380 8.760 4.380 - - -824 4.380 8.760 4.380 - - -825 4.380 8.760 4.380 - - -826 4.380 8.760 4.380 - - -827 4.380 8.760 4.380 - - -874 4.380 8.760 4.380 - - -875 4.380 8.760 4.380 - - -876 4.380 8.760 4.380 - - -877 4.380 8.760 4.380 - - -878 4.380 8.760 4.380 - - -879 4.380 8.760 4.380 - - -880 4.380 8.760 4.380 - - -881 4.380 8.760 4.380 - - -882 4.380 8.760 4.380 - - -946 4.380 8.760 4.380 - - -




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(kN/mm)Y

(kN/mm)Z

(kN/mm)rX

(kN-m/deg)rY

(kN-m/deg)rZ

(kN-m/deg)

947 4.380 8.760 4.380 - - -948 4.380 8.760 4.380 - - -949 4.380 8.760 4.380 - - -950 4.380 8.760 4.380 - - -951 4.380 8.760 4.380 - - -952 4.380 8.760 4.380 - - -953 4.380 8.760 4.380 - - -954 4.380 8.760 4.380 - - -955 4.380 8.760 4.380 - - -

956 4.380 8.760 4.380 - - -957 4.380 8.760 4.380 - - -958 4.380 8.760 4.380 - - -959 4.380 8.760 4.380 - - -960 4.380 8.760 4.380 - - -961 4.380 8.760 4.380 - - -962 4.380 8.760 4.380 - - -963 4.380 8.760 4.380 - - -964 4.380 8.760 4.380 - - -965 4.380 8.760 4.380 - - -966 4.380 8.760 4.380 - - -967 4.380 8.760 4.380 - - -968 4.380 8.760 4.380 - - -969 4.380 8.760 4.380 - - -970 4.380 8.760 4.380 - - -971 4.380 8.760 4.380 - - -972 4.380 8.760 4.380 - - -973 4.380 8.760 4.380 - - -974 4.380 8.760 4.380 - - -975 4.380 8.760 4.380 - - -976 4.380 8.760 4.380 - - -977 4.380 8.760 4.380 - - -978 4.380 8.760 4.380 - - -979 4.380 8.760 4.380 - - -980 4.380 8.760 4.380 - - -981 4.380 8.760 4.380 - - -982 4.380 8.760 4.380 - - -983 4.380 8.760 4.380 - - -984 4.380 8.760 4.380 - - -985 4.380 8.760 4.380 - - -986 4.380 8.760 4.380 - - -987 4.380 8.760 4.380 - - -988 4.380 8.760 4.380 - - -989 4.380 8.760 4.380 - - -990 4.380 8.760 4.380 - - -991 4.380 8.760 4.380 - - -




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(kN/mm)Y

(kN/mm)Z

(kN/mm)rX

(kN-m/deg)rY

(kN-m/deg)rZ

(kN-m/deg)

992 4.380 8.760 4.380 - - -993 4.380 8.760 4.380 - - -994 4.380 8.760 4.380 - - -995 4.380 8.760 4.380 - - -996 4.380 8.760 4.380 - - -997 4.380 8.760 4.380 - - -998 4.380 8.760 4.380 - - -999 4.380 8.760 4.380 - - -

ReleasesThere is no data of this type.

Basic Load CasesNumber Name

1 EQ+Z2 WIND+Z3 SELF WEIGHT OF STRUCTURE4 IRC: CLASS A LOADING POSITION 1 WI5 IRC: CLASS A LOADING POSITION 2 WI6 IRC: CLASS A LOADING POSITION 3 WI7 IRC: CLASS A LOADING POSITION 4 WI8 IRC: CLASS A LOADING POSITION 5 WI9 IRC: CLASS A LOADING POSITION 6 WI

10 IRC: CLASS A LOADING POSITION 7 WI11 IRC: CLASS A LOADING POSITION 8 WI12 IRC: CLASS A LOADING POSITION 9 WI13 IRC: CLASS A LOADING POSITION 10 W14 IRC: CLASS A LOADING POSITION 11 W15 IRC: CLASS A LOADING POSITION 12 W16 IRC: CLASS A LOADING POSITION 13 W17 IRC: CLASS A LOADING POSITION 14 W

18 IRC: CLASS A LOADING POSITION 15 W19 IRC: CLASS A LOADING POSITION 16 W20 IRC: CLASS A LOADING POSITION 17 W21 IRC: CLASS A LOADING POSITION 18 W22 IRC: CLASS A LOADING POSITION 19 W23 IRC: CLASS A LOADING POSITION 20 W24 IRC: CLASS A LOADING POSITION 21 W25 IRC: CLASS A LOADING POSITION 22 W26 IRC: CLASS A LOADING POSITION 23 W27 IRC: CLASS A LOADING POSITION 24 W




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Basic Load Cases Cont...Number Name

28 IRC: CLASS A LOADING POSITION 25 W29 IRC: CLASS A LOADING POSITION 26 W30 IRC: CLASS A LOADING POSITION 27 W31 IRC: CLASS A LOADING POSITION 28 W32 IRC: CLASS A BRAKING LOAD POSITIO33 IRC: CLASS A BRAKING LOAD POSITIO34 IRC: CLASS A BRAKING LOAD POSITIO35 IRC: CLASS A BRAKING LOAD POSITIO36 IRC: CLASS A BRAKING LOAD POSITIO

37 IRC: CLASS A BRAKING LOAD POSITIO38 IRC: CLASS A BRAKING LOAD POSITIO39 IRC: CLASS A BRAKING LOAD POSITIO40 IRC: CLASS A BRAKING LOAD POSITIO41 IRC: CLASS A BRAKING LOAD POSITIO42 IRC: CLASS A BRAKING LOAD POSITIO43 IRC: CLASS A BRAKING LOAD POSITIO44 IRC: CLASS A BRAKING LOAD POSITIO45 IRC: CLASS A BRAKING LOAD POSITIO46 IRC: CLASS A BRAKING LOAD POSITIO47 IRC: CLASS A BRAKING LOAD POSITIO48 IRC: CLASS A BRAKING LOAD POSITIO49 IRC: CLASS A BRAKING LOAD POSITIO50 IRC: CLASS A BRAKING LOAD POSITIO51 IRC: CLASS A BRAKING LOAD POSITIO52 IRC: CLASS A BRAKING LOAD POSITIO53 IRC: CLASS A BRAKING LOAD POSITIO54 IRC: CLASS A BRAKING LOAD POSITIO55 IRC: CLASS A BRAKING LOAD POSITIO56 IRC: CLASS A BRAKING LOAD POSITIO57 IRC: CLASS A BRAKING LOAD POSITIO58 IRC: CLASS A BRAKING LOAD POSITIO59 IRC: CLASS A BRAKING LOAD POSITIO60 TEMPERATURE & SINKAGE LOAD61 ACTIVE EARTH PRESSURE




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Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor

62 SELF WEIGHT + LOAD POSITION 1 WIT 3 SELF WEIGHT OF STRUCTURE 1.004 IRC: CLASS A LOADING POSITION 1 WI 1.00




66 SELF WEIGHT + LOAD POSITION 5 WIT 3 SELF WEIGHT OF STRUCTURE 1.00

8 IRC: CLASS A LOADING POSITION 5 WI 1.0067 SELF WEIGHT + LOAD POSITION 6 WIT 3 SELF WEIGHT OF STRUCTURE 1.00




12 IRC: CLASS A LOADING POSITION 9 WI 1.0071 SELF WEIGHT + LOAD POSITION 10 WI 3 SELF WEIGHT OF STRUCTURE 1.00

13 IRC: CLASS A LOADING POSITION 10 W 1.0072 SELF WEIGHT + LOAD POSITION 11 WI 3 SELF WEIGHT OF STRUCTURE 1.00
















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Combination Load Cases Cont...Comb. Combination L/C Name Primary Primary L/C Name Factor





30 IRC: CLASS A LOADING POSITION 27 W 1.00

89 SELF WEIGHT + LOAD POSITION 28 WI 3 SELF WEIGHT OF STRUCTURE 1.0031 IRC: CLASS A LOADING POSITION 28 W 1.00

90 SELF WT + LOAD POSITION 1 +BRAK L 3 SELF WEIGHT OF STRUCTURE 1.004 IRC: CLASS A LOADING POSITION 1 WI 1.00

32 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.001 EQ+Z 1.00










37 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.00




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61 ACTIVE EARTH PRESSURE 1.001 EQ+Z 1.00

96 SELF WT + LOAD POSITION 7 +BRAK L 3 SELF WEIGHT OF STRUCTURE 1.0010 IRC: CLASS A LOADING POSITION 7 WI 1.0038 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.001 EQ+Z 1.00

97 SELF WT + LOAD POSITION 8 +BRAK L 3 SELF WEIGHT OF STRUCTURE 1.00

11 IRC: CLASS A LOADING POSITION 8 WI 1.0039 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.001 EQ+Z 1.00

98 SELF WT + LOAD POSITION 9 +BRAK L 3 SELF WEIGHT OF STRUCTURE 1.0012 IRC: CLASS A LOADING POSITION 9 WI 1.0040 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.001 EQ+Z 1.00

99 SELF WT + LOAD POS 10+BRAK LOAD 3 SELF WEIGHT OF STRUCTURE 1.0013 IRC: CLASS A LOADING POSITION 10 W 1.0041 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.001 EQ+Z 1.00

100 SELF WT + LOAD POS 11 +BRAK LOAD 3 SELF WEIGHT OF STRUCTURE 1.0014 IRC: CLASS A LOADING POSITION 11 W 1.0042 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.001 EQ+Z 1.00



103 SELF WT + LOAD POS 14 +BRAK LOAD 3 SELF WEIGHT OF STRUCTURE 1.00




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17 IRC: CLASS A LOADING POSITION 14 W 1.0045 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.001 EQ+Z 1.00

104 SELF WT + LOAD POS 15 +BRAK LOAD 3 SELF WEIGHT OF STRUCTURE 1.0018 IRC: CLASS A LOADING POSITION 15 W 1.0046 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.00











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26 IRC: CLASS A LOADING POSITION 23 W 1.0054 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.001 EQ+Z 1.00






118 SELF WT + LOAD POS 1 +BRAK LOAD P 3 SELF WEIGHT OF STRUCTURE 1.00




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4 IRC: CLASS A LOADING POSITION 1 WI 1.0032 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.002 WIND+Z 1.00

119 SELF WT + LOAD POS 2 +BRAK LOAD P 3 SELF WEIGHT OF STRUCTURE 1.005 IRC: CLASS A LOADING POSITION 2 WI 1.00

33 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.00

61 ACTIVE EARTH PRESSURE 1.002 WIND+Z 1.00


34 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.002 WIND+Z 1.00







124 SELF WT + LOAD POS 7 +BRAK LOAD P 3 SELF WEIGHT OF STRUCTURE 1.0010 IRC: CLASS A LOADING POSITION 7 WI 1.0038 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.002 WIND+Z 1.00

125 SELF WT + LOAD POS 8 +BRAK LOAD P 3 SELF WEIGHT OF STRUCTURE 1.0011 IRC: CLASS A LOADING POSITION 8 WI 1.0039 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.00




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126 SELF WT + LOAD POS 9 +BRAK LOAD P 3 SELF WEIGHT OF STRUCTURE 1.0012 IRC: CLASS A LOADING POSITION 9 WI 1.0040 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.002 WIND+Z 1.00


13 IRC: CLASS A LOADING POSITION 10 W 1.0041 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.002 WIND+Z 1.00

128 SELF WT + LOAD POS 11 +BRAK LOAD 3 SELF WEIGHT OF STRUCTURE 1.0014 IRC: CLASS A LOADING POSITION 11 W 1.0042 IRC: CLASS A BRAKING LOAD POSITIO 1.0060 TEMPERATURE & SINKAGE LOAD 1.0061 ACTIVE EARTH PRESSURE 1.002 WIND+Z 1.00









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Wind Load Definition : Type 1Intensity(N/mm 2)

Height(m)

N/A N/A




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Bending ZLoad 3 :X

Y

Z

Whole Structure Mz 100kNm:1m 3 SELF WEIGHT OF STRUCTURE (Input data was modified after picture taken)

Load 3X

Y

Z

MX (local)kNm/m

<= -22-18.9-15.9-12.8-9.78-6.73-3.67-0.6172.445.498.5511.614.717.720.823.8>= 26.9

Whole Structure (Input data was modified after picture taken)




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Load 1X

Y

Z

EQ+Z (Input data was modified after picture taken)

Load 2X

Y

Z

Wind+Z (Input data was modified after picture taken)




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Load 61X

Y

Z

MX (local)kNm/m

<= -148-129-111-92-73.3-54.5-35.8-17.11.6820.439.157.976.695.4114133>= 152

Active earth pressure on abutments (Input data was modified after picture taken)

Shear YLoad 3 :X

Y

Z

Whole Structure Fy 100kN:1m 3 SELF WEIGHT OF STRUCTURE (Input data was modified af ter picture taken)




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Axial ForceLoad 3 :X

Y

Z

Whole Structure Fx 2500kN:1m 3 SELF WEIGHT OF STRUCTURE (Input data was modified after picture taken)

Load 4X

Y

Z

IRC SLS Class A (Input data was modified after picture taken)




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Load 31X

Y

Z

IRC SLS Class A (Input data was modified after picture taken)

Load 61X

Y

Z

Active Earth pressure on abutments (Input data was modified after picture taken)

mainabhati river staad input and output report

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