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Sketch a diagram of the proposed truss bridge illustrating shear forces and bending moments. Incorporate detailed calculations. It is imperative to consider both the

Sketch a diagram of the proposed truss bridge illustrating shear forces and bending moments. Incorporate

Sketch a diagram of the proposed truss bridge illustrating shear forces and bending moments. Incorporate detailed calculations. It is imperative to consider both the Concentrated and uniformly distributed loads of traffic (L44) and Permanent (Deadl) loads. 12. S KNIM per lane + 150 KN Point load (244) Line load = 12.5 kN/m + Con centrated load of 150 KN/m Loads at node (119)=28. 125/2.

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