My LD is 5

2. FIGURE Q2(i) shows the layout plan of an approach bridge connected to the arrival hall of a proposed terminal building for an international airport in Cambodia. Whereas, FIGURE Q2(ii) illustrates the approach bridge elevation and beam support details. For static load analysis, the airport specifications suggested a uniformly distributed live load value, q. The common practice is that the dead load margin is considered twice the live load value, q. For moving load analysis, a standard vehicle is subjected to two-axle loads, W, which are 4 m apart from each other. The bridge dimensions, load data details are given in the NOTE at the end of the question. The airport authority of Cambodia invited to design and build contractors to submit the proposal for the construction of the approach bridge. A contractor has approached you to analyze the beams for static load analysis and moving load analysis. The architect has restricted the cross-section dimensions of the beams to 600 mm wide and 1200 mm deep. Prepare a detailed analysis report for the 4-Span mid beam in the approach bridge for static load and the moving load analysis using the appropriate approach. Assume appropriate data supported by justification. Assign the appropriate value of modulus of elasticity, E, of concrete for beam analysis. Comment on the safety of beams using the analysis results, and suggest any corrective actions with justification if the beam is at the risk of failure. NOTE: The values of (a), (b), (q), and (W) are determined as: LD = last digit of your student ID If O SLD