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  1. Home/
  2. Md Nizamuddin Mondal/
  3. Week 9 Challenge

Week 9 Challenge

Client: -  Skill-Lync Project Title: - Calculation of Wave load on the structure as per IS Code: 4651   Title: - Wave Load Calculation.     Document Number Designed By   Checked By   Approved By Revision WK08/22-23/RSE/08 Md Nizamuddin Skill-Lync Professor Skill-Lync Professor 0    …

    • Md Nizamuddin Mondal

      updated on 22 Feb 2023

    Client: -  Skill-Lync

    Project Title: - Calculation of Wave load on the structure as per IS Code: 4651

     

    Title: - Wave Load Calculation.

     

     

    Document Number

    Designed By

     

    Checked By

     

    Approved By

    Revision

    WK08/22-23/RSE/08

    Md Nizamuddin

    Skill-Lync Professor

    Skill-Lync Professor

    0

     

     

     

     

     

     

     

     

     

     

     

     

     

    Contractor: -            Rahman & Son Enterprise

                                     North 24 Parganas, Debalaya, Barasat,

                                     West Bengal-743424

                           

     

                                                                 Calculation of Wave Load

    Name of Project/ Work             

    =

    Calculation of Wave Load

    Name of Client                       

    =

    Skill-Lync

    		  

    Name of authourity Engineer   

    =

    Skill-Lync

    		  

    Designer Name                       

    =

    Md Nizamuddin

    Check by                                 

    =

    Skill-Lync Professor

    Approved By  

    =

    Skill-Lync Professor
           

    Introduction:-

    		      

    Client  Skill- Lync  has awarded Company  Rahaman & Son Enterprise for Project  Bridge Design & Analysis 

    Company  M/S-Rahaman & Son Enterprise  has appointed Design Agency’s name Skill- Lync   as the “Design Consultant” to carry out the Detailed Design of the project corridor.
    		     

    Design Data:-

    		      
           

    Maximum of Vertical Wave-Induced Load( EQ-3)

    =

    (Fv)max.=(Cva-v)xFv

    Maximum of Horizontal Wave-Induced Load(EQ-4)

    =

    (Fh)max.=[1+Cr(N-1)x(Cva-h)xFh

    Where

    		      

    Vertical Load

    =

    (Fv)

    		  

    Horaizontal Load

    =

    (Fh)

    		  

    Empirical Co-efficient for Vertical Varying Load

    =

    Cva-v

    		  

    Empirical Co-efficient for horizontal Varying Load

    =

    Cva-h

    		  
           

    Vertical Load

    =

    Fv=

    Fh=
     

    EQ. 1

    Horaizontal Load

    =

    		  

    EQ. 2

    Where

    		      

    Area the bridge contributing to vertical uplift

    		  

    Av

    		  

    Difference between elevation of crest of max. wave & elevation of underside of the deck
     

    =
    		   

    Unit Weight of Water

    =

    		    
           

    Reduction Co-efficient

    =
     

    Cr

    		  

     No of Girders supporting deck slab

    =

    N

    		  
           

    Design data:-

    		      

    Max. Crest elevation of the wave(nmax)

    =

    3.00

    m

    Depth of Girder

    =

    1.70

    m

    No of Girders

    =

    3.00

    Nos

    Span

    =

    12.00

    m

    Deck Width

    =

    9.00

    m

    Unit Weight of Water

    =

    5.00

    Kn/m3

    Reduction Co-efficient           Cr

    =

    0.40

    		  

    Storm Elevation

    =

    8.50

    m

    Empirical Co-efficient for Vertical Varying Load(Cv)

    =

    3.00

    		  

    Empirical Co-efficient for horizontal Varying Load (Cv)

    =

    3.00

    		  

    Solution:-

    		      

    Max. Crest elevation of the wave(nmax)

    =

    3.00

    m

    Depth of Girder

    =

    1.70

    m

    No of Girders(N)

    =

    3.00

    Nos

    Span

    =

    12.00

    m

    Deck Width

    =

    9.00

    m

    Unit Weight of Water

    =

    5.00

    Kn/m3

    h

    v

    =

    2.15

    m
     

    =

    2.00

    m

    Vertical Force,                   Fv   as per EQ-1

    =

    76.50

    KN

    Horizantal Force,                   Fh   As per EQ-2

    =

    387.00

    KN
           

    Empirical Co-efficient for Vertical Varying Load(Cv)

    =

    3.00

    		  

    Empirical Co-efficient for horizontal Varying Load (Cv)

    =

    3.00

    		  
           

    Maximum of Vertical Wave-Induced Load as per EQ 3

    =

    1147.50

    KN

    Maximum of Horizontal Wave-Induced Load as per EQ 4

    =

    2089.80

    KN
           

    Material Properties:-

    		      

    Density of concrete

    =

    25.00

    KN/m3

    Grade of Concrete

    =

    M35

    N/mm2

    Grade of Steel

    =

    Fe500

    N/mm2

     

    •  General Arrangment:-

    1.0

    Geo-metry Figure:-
    1.1

    Support assigned:-
    1.2

    Properties Assigned:-
    1.3

    Load / Forces & Stress Assigned:-
    1.4

    Run the model:-

     
    1.5

    Deflection of the model;-
    1.6

    Displacement of the Model;-
    1.7

    Report:-

     
    1.8

    Maximum Bending Moment;-

     
    1.9

    Bending Moment Diagram(BMD):-

     
    2.0

    Maximum Shear Force:-

     
    2.1

    Shear Force Diagram(SBD):-

     
    2.2

    Reaction:-

     
    2.3

    Maximum Plates Stress:-

     

     

     

     

    Report:-

    1. Reaction:-

    L/C

      

     Fx kN

     Fy kN

     Fz kN

     Mx kN-m

     My kN-m

     Mz kN-m

              1.00

     Loads

              -  

      2,295.00

      4,179.60

     -10,327.50

     -25,077.60

      13,770.00

     

     Reactions

              -  

     -2,295.00

     -4,179.60

      10,327.50

      25,077.60

     -13,770.00

     

     Difference

              -  

                -  

                -  

                  -  

                  -  

                  -  

     

     

     

     

     

     

     

     

     

     

    1. Maximum Bending Moment:-

    Beam

     L/C

     Section

     Axial Force kN

     Shear-Y kN

     Shear-Z kN

     Torsion kN-m

     Moment-Y kN-m

     Moment-Z kN-m

       524.00

           1.00

              -  

              -  

              -  

              -  

              -  

        -38.24

                    -  

       524.00

           1.00

           0.08

              -  

              -  

              -  

              -  

        -38.24

                    -  

       524.00

           1.00

           0.17

              -  

              -  

              -  

              -  

        -38.24

                    -  

       524.00

           1.00

           0.25

              -  

              -  

              -  

              -  

        -38.24

                    -  

       524.00

           1.00

           0.33

              -  

              -  

              -  

              -  

        -38.24

                    -  

       524.00

           1.00

           0.42

              -  

              -  

              -  

              -  

        -38.24

                    -  

       524.00

           1.00

           0.50

              -  

              -  

              -  

              -  

        -38.24

                    -  

       524.00

           1.00

           0.58

              -  

              -  

              -  

              -  

        -38.24

                    -  

       524.00

           1.00

           0.67

              -  

              -  

              -  

              -  

        -38.24

                    -  

       524.00

           1.00

           0.75

              -  

              -  

              -  

              -  

        -38.24

                    -  

       524.00

           1.00

           0.83

              -  

              -  

              -  

              -  

        -38.24

                    -  

       524.00

           1.00

           0.92

              -  

              -  

              -  

              -  

        -38.24

                    -  

       524.00

           1.00

           1.00

              -  

              -  

              -  

              -  

        -38.24

                    -  

     

    1. Maximum Plates Stress:-

    Plate

     L/C

     SQX N/mm2

     SQY N/mm2

     MX kN-m/m

     MY kN-m/m

     MXY kN-m/m

     SX N/mm2

     SY N/mm2

     SXY N/mm2

              28

               1

              -  

              -  

              -  

              -  

              -  

          -0.81

          -1.02

           0.58

            511

               1

              -  

              -  

              -  

              -  

              -  

           0.81

           1.02

           0.58

            240

               1

              -  

              -  

              -  

              -  

              -  

          -0.49

          -0.98

           0.58

            288

               1

              -  

              -  

              -  

              -  

              -  

           0.49

           0.98

           0.58

            317

               1

              -  

              -  

              -  

              -  

              -  

           0.27

           0.22

           0.31

            214

               1

              -  

              -  

              -  

              -  

              -  

          -0.27

          -0.22

           0.31

            485

               1

              -  

              -  

              -  

              -  

              -  

           0.46

           0.29

           0.28

              55

               1

              -  

              -  

              -  

              -  

              -  

          -0.46

          -0.29

           0.28

            345

               1

              -  

              -  

              -  

              -  

              -  

           0.10

           0.21

           0.22

            186

               1

              -  

              -  

              -  

              -  

              -  

          -0.10

          -0.21

           0.22

            187

               1

              -  

              -  

              -  

              -  

              -  

          -0.15

          -0.09

           0.22

            346

               1

              -  

              -  

              -  

              -  

              -  

           0.15

           0.09

           0.22

            316

               1

              -  

              -  

              -  

              -  

              -  

           0.03

           0.62

           0.21

            213

               1

              -  

              -  

              -  

              -  

              -  

          -0.03

          -0.62

           0.21

              56

               1

              -  

              -  

              -  

              -  

              -  

          -0.26

          -0.65

           0.19

            486

               1

              -  

              -  

              -  

              -  

              -  

           0.26

           0.65

           0.19

              83

               1

              -  

              -  

              -  

              -  

              -  

          -0.26

          -0.28

           0.19

            459

               1

              -  

              -  

              -  

              -  

              -  

           0.26

           0.28

           0.19

            458

               1

              -  

              -  

              -  

              -  

              -  

           0.30

           0.13

           0.18

              82

               1

              -  

              -  

              -  

              -  

              -  

          -0.30

          -0.13

           0.18

            373

               1

              -  

              -  

              -  

              -  

              -  

           0.10

           0.09

           0.18

            159

               1

              -  

              -  

              -  

              -  

              -  

          -0.10

          -0.09

           0.18

            160

               1

              -  

              -  

              -  

              -  

              -  

          -0.13

          -0.04

           0.18

            374

               1

              -  

              -  

              -  

              -  

              -  

           0.13

           0.04

           0.18

            188

               1

              -  

              -  

              -  

              -  

              -  

          -0.14

          -0.01

           0.18

            347

               1

              -  

              -  

              -  

              -  

              -  

           0.14

           0.01

           0.18

            215

               1

              -  

              -  

              -  

              -  

              -  

          -0.16

          -0.02

           0.17

            318

               1

              -  

              -  

              -  

              -  

              -  

           0.16

           0.02

           0.17

            161

               1

              -  

              -  

              -  

              -  

              -  

          -0.14

          -0.01

           0.16

            375

               1

              -  

              -  

              -  

              -  

              -  

           0.14

           0.01

           0.16

            432

               1

              -  

              -  

              -  

              -  

              -  

           0.21

           0.14

           0.16

            110

               1

              -  

              -  

              -  

              -  

              -  

          -0.21

          -0.14

           0.16

            189

               1

              -  

              -  

              -  

              -  

              -  

          -0.13

           0.00

           0.16

            348

               1

              -  

              -  

              -  

              -  

              -  

           0.13

          -0.00

           0.16

            376

               1

              -  

              -  

              -  

              -  

              -  

           0.14

           0.00

           0.16

            162

               1

              -  

              -  

              -  

              -  

              -  

          -0.14

          -0.00

           0.16

            109

               1

              -  

              -  

              -  

              -  

              -  

          -0.22

          -0.07

           0.16

            431

               1

              -  

              -  

              -  

              -  

              -  

           0.22

           0.07

           0.16

            163

               1

              -  

              -  

              -  

              -  

              -  

          -0.14

          -0.01

           0.15

            377

               1

              -  

              -  

              -  

              -  

              -  

           0.14

           0.01

           0.15

            400

               1

              -  

              -  

              -  

              -  

              -  

           0.11

           0.04

           0.15

            132

               1

              -  

              -  

              -  

              -  

              -  

          -0.11

          -0.04

           0.15

            401

               1

              -  

              -  

              -  

              -  

              -  

           0.14

           0.01

           0.15

            133

               1

              -  

              -  

              -  

              -  

              -  

          -0.14

          -0.01

           0.15

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