A 10.00 meters long continuous beam shown in Figure 1 below, carries a uniformly distributed load...

 

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A 10.00 meters long continuous beam shown in Figure 1 below, carries a uniformly distributed load of w = 72 kN/m. f, = 300MPa, Strength reduction factor (p) = 0.90. Evaluate and answer the following: 1) Generate and plot the conventional shear and moment diagram of the beam; 2) Evaluate and analyse the yield moment (M) due to the application of the uniformly distributed load in the beam: 3) Evaluate and plot the collapse mechanism of the beam showing the location of plastic hinges; 4) Using the principle of Virtual Work theory, evaluate the magnitude of the plastic moment (M). 5) Determine the value of elastic section modulus (2x) and plastic section modulus (S.) 6) Using the principle of elastic design analysis, determine the appropriate size of the Universal beam section (UB) that will adequately support the uniformly distributed load. 7) Using the principle of plastic design analysis, determine the appropriate size of the Universal beam (UB) section that will adequately support the uniformly distributed load. w = 72kN/m Am 5.00 L=400m_ CONSTANT EI FIGURE 1 A 10.00 meters long continuous beam shown in Figure 1 below, carries a uniformly distributed load of w = 72 kN/m. f, = 300MPa, Strength reduction factor (p) = 0.90. Evaluate and answer the following: 1) Generate and plot the conventional shear and moment diagram of the beam; 2) Evaluate and analyse the yield moment (M) due to the application of the uniformly distributed load in the beam: 3) Evaluate and plot the collapse mechanism of the beam showing the location of plastic hinges; 4) Using the principle of Virtual Work theory, evaluate the magnitude of the plastic moment (M). 5) Determine the value of elastic section modulus (2x) and plastic section modulus (S.) 6) Using the principle of elastic design analysis, determine the appropriate size of the Universal beam section (UB) that will adequately support the uniformly distributed load. 7) Using the principle of plastic design analysis, determine the appropriate size of the Universal beam (UB) section that will adequately support the uniformly distributed load. w = 72kN/m Am 5.00 L=400m_ CONSTANT EI FIGURE 1