Apron Design With Fiber Mesh
Apron Design With Fiber Mesh
Apron Design With Fiber Mesh
For Slab Subjected to Wheel Loads and Reinforced with Steel Fibres
Designed as per TR 34 4th Edition
Job Name: WOLP Bhiwandi-Suroj Buildcon Pvt.Ltd Subject: Road Design Designer: TH
Design Date: 24/05/2020 Design Case: Axle load of 114 kN Checker: VJ
Input Data:
Calculations:
Capacity Calculations
Design Concrete Flexural Tensile Strength, fctd,fl = 2.69 MPa , = (1.6 − 0.001ℎ)/ (Eqn.1)
Ultimate Cracking Moment Capacity, Mun = 11.46 kNm/m = , (ℎ /6000) (Eqn.2)
Ultimate Moment Capacity, Steel Fibres, Mup = 4.59 kNm/m = 0.29σ + 0.16σ ℎ / (Eqn.8)
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Job Name: WOLP Bhiwandi-Suroj Buildcon Pvt.Ltd Subject: Road Design Designer: TH
Design Date: 25/05/2020 Design Case: Axle load of 114 kN Checker: VJ
Results:
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