Challenge

Week 7 Challenge

DESIGN AND ANALYSIS OF BRIDGE WITH WATER CURRENT LOADS

AIM

To Design and analyse a bridge with Water current loads using STAAD Pro. Software.

INTRODUCTION

As per the given data and standard formulas the water current load is being calculated manually.

Max. velocity = √2 x Vmean

= √2 x 3 = 4.24 m/s

Water current ,P = 52 KV^2

= 52 x 0.66 x 17

= 617.75 KN/m2

PROCEDURE

Step 1 - Create Nodes by entering the corresponding X/Y/Z values in the Node table for Creation of geometry for Truss bridge structure with elements such as Piers,Beams,Deck slab etc.,

Step 2 - After creating the nodes connect those nodes with add beam option.

Step 3 - Then Click specification tab and click fixed support tab

Step 4 - After that in create support dialog box add fixed support for all the piers in the geometry using assign for selected nodes option.

Step 5 - Then in Properties tab click Prismatic and add the Rectangle sections for beams and respective thickness for plates as given in the question data

Step 6 - After adding the properties click Loading tab and add load cases for Self weight,water current load

Step 7 - Then apply self weight to the entire geometry.

Step 8 - After applying the self weight add Live member load - Linearly varying load of 617.75 as per manual calculation to the Piers of the bridge for full length of the pier

step 9 - Then in Analysis and design tab define commands for PERFORM ANALYSIS and click run analysis.

RESULTS

MAXIMUM BENDING MOMENT AT SUPPORT

Mx = 123.18 KN/m at Node 168

My = 394.97 KN/m at Node 107

Mz = 1358.91 KN/m at Node 208

MAXIMUM SHEAR FORCE AT SUPPORT

Fx = 210.4 KN/m at Node 89

Fy = 2867.19 KN/m at Node 89

Fz = 2597 KN/m at Node 168

MAXIMUM BENDING MOMENT AT BEAMS

Mx = 394.97 KN/m at Beam 210

My = 5671.29 KN/m at Beam 206

Mz = 6813.88 KN/m at Beam 209

MAXIMUM SHEAR FORCE AT BEAMS

Fx = 2867.19 KN/m at Beam 209

Fy = 210.4 KN/m at Beam 210

Fz = 2597 KN/m at Beam 206

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