![]() ![]() Thermal Coeff: 1.0e-005 1/ Weight Density: 0 kN/m3 6Ģ-2 Material & Section Definition – Mid & End Section Definition Procedure Name: dummy Type of design> Concrete Concrete Standard > None Modulus of Elasticity: 2.7386e+007 kN/m2 Type of design> Concrete Concrete Standard > IS(RC) DB: M30 5 General Arrangement Details of the BridgeĢ-1 Material & Section Definition – Material Definition Procedure Specifications of the Bridge: Bridge Type: Span Length: Width: Moving Loads : How to carry out Slab Bridge Design as per IRC:112-2011 in midas Civil. How to formulate load combinations in midas Civil. How to define moving loads as per IRC:6-2017 in midas Civil. How to assign static loads in midas Civil. Step 7: Analysis Control Step 8: Analysis In this tutorial we will learn following things Step 5: Boundary Definition Step 6: Load Definition The behavior of the slab bridge under Static loads and Moving loads are examined A single span of 10 m long slab bridge generated using beam elements. Step 1: Initial Settings Step 2: Material & Section Definition Tutorial Slab Bridge Design as per IRC 112 ![]()
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