Determine the reactions at supports A and D of the frame shown in Figure .
Fig. Frame.
Solution
Free-body diagram. The free-body diagram of the entire beam is shown in Figure .
Computation of reactions. The distributed loads in column AB and beam BC are first replaced by single resultant forces determined as the area of their respective shade of loading, as shown in Figure . Applying the conditions of equilibrium suggests the following:
No comments:
Post a Comment