How to determine shear forces on bolts?
Here's below shows one of the simple shear forces calculation of bolts connection joints when received Mxx = 46.223 kN/M of maximum bending moment.
Mxx = M dead + M live
= 16.147 + 30.076
= 46.223 kN/M
Sunday, March 29, 2020
Wednesday, March 18, 2020
Flexible Pavement Design
Flexible Pavement Design
Design Procedure of IRC
Design Approach and Criteria - The following three types of pavement distress resulting from repeated application of traffic are considered:
(i) Horizontal tensile strain at the bottom of the bituminous layer
(ii) Vertical compressive strain at the top of the subgrade
(iii) Pavement deformation with in the bituminous layer
The deformation with in the bituminous layer is assumed to be controlled by meeting the mix design requirements
Failure Criteria
1. Fatigue Cracking
Design Procedure of IRC
Design Approach and Criteria - The following three types of pavement distress resulting from repeated application of traffic are considered:
(i) Horizontal tensile strain at the bottom of the bituminous layer
(ii) Vertical compressive strain at the top of the subgrade
(iii) Pavement deformation with in the bituminous layer
The deformation with in the bituminous layer is assumed to be controlled by meeting the mix design requirements
Failure Criteria
1. Fatigue Cracking
- Is due to the build up of tensile strain at the bottom of Asphaltic Concrete Layer
- Pavement is considered failed if 20% of the surface has cracked
- Is due to the build up of excessive compressive strain at the top of subgrade layer
- Pavement is considered failed if it exhibits a rut depth of 20 mm.
IRC Design Approach and Criteria
The pavement has been modeled as a three layer structure and stresses and strains at
critical locations have been computed using the linear elastic structural model FPAVE.
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