Problem 7-6: Use moment-area theorems to determine the slope and deflection at point C of the cantilever beam given above in Figure 7-6(a)
Step 1:The M/EI (bending moment/EI) diagram is shown in figure 7-6(b)-(c) and the elastic curve (deflected shape of beam) in figure 7-6(d) As the point A is fixed it will have zero slope hence the tangent to the elastic curve will be horizontal as shown in the elastic curve in figure 7-6(d).
Step 2: According to first moment-area theorem, the change in slope of two points on the elastic curve is equal to the area of M/EI diagram between these two points.
Hence change in slope between A and C is equal to the area of M/EI diagram between A and C. The M/EI diagram due to point load shown in Figure 7-6(b)is a triangle (area =bh/2) whereas the M/EI diagram due to udl shown in Figure 7-6(c) is parabolic (area=bh/3) . Hence we can write as follows,
It is to be noted that the negative sign of M/EI is used because the bending moment is hogging due to point load and uniform load.The negative sign of slope indicates that it is clock-wise.
Step 3: The deflection at C can be calculated by using second moment area theorem which says that tangential deviation of a point C with respect to tangent at A is equal to the moment of area of M/EI diagram between A and C taken about C.
It is clear from the elastic curve in Figure 7-6(d) that the deflection at point C is equal the tangential deviation of point C with respect to tangent at A .
Hence deflection at C is calculated as given below.
The negative sign of deviation indicates that it is below the tangent. Hence the deflection is in the downward direction.