Consider the beam shown in (Figure 1). Take w = 2.8 kip/ftkip/ft. Follow the sign convention. A compound beam consists of an inclined segment and a horizontal segment. The inclined segment is pinned to a horizontal surface above the beam at its left end 'A'. The inclined segment extends for 6 feet from 'A' downward and to the right, making an angle of 45 degrees with the horizontal, to a joint with the horizontal segment. The horizontal segment extends horizontally to the right to a roller supported end at B. The roller is on a horizontal surface below the beam. A uniformly distributed loading w acts downward on the horizontal segment of the beam. Point C is marked on the inclined part of the beam 2 feet from pin 'A'. Point D is marked at the midpoint of the horizontal segment of the beam, 3 feet from its ends. determine the shear, normal, and moment force at point C
Consider the beam shown in (Figure 1). Take w = 2.8 kip/ftkip/ft. Follow the sign convention. A compound beam consists of an inclined segment and a horizontal segment. The inclined segment is pinned to a horizontal surface above the beam at its left end 'A'. The inclined segment extends for 6 feet from 'A' downward and to the right, making an angle of 45 degrees with the horizontal, to a joint with the horizontal segment. The horizontal segment extends horizontally to the right to a roller supported end at B. The roller is on a horizontal surface below the beam. A uniformly distributed loading w acts downward on the horizontal segment of the beam. Point C is marked on the inclined part of the beam 2 feet from pin 'A'. Point D is marked at the midpoint of the horizontal segment of the beam, 3 feet from its ends. determine the shear, normal, and moment force at point C
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