## Solution to Problem 656 | Deflections in Simply Supported Beams

**Problem 656**

Find the value of EIδ at the point of application of the 200 N·m couple in Fig. P-656.

**Problem 656**

Find the value of EIδ at the point of application of the 200 N·m couple in Fig. P-656.

**Problem 655**

Find the value of EIδ under each concentrated load of the beam shown in Fig. P-655.

**Problem 643**

Find the maximum value of EIδ for the cantilever beam shown in Fig. P-643.

**Problem 641**

For the cantilever beam shown in Fig. P-641, what will cause zero deflection at A?

**Problem 640**

Compute the value of δ at the concentrated load in Prob. 639. Is the deflection upward downward?

**Problem 639**

The downward distributed load and an upward concentrated force act on the cantilever beam in Fig. P-639. Find the amount the free end deflects upward or downward if E = 1.5 × 10^{6} psi and I = 60 in^{4}.

**Problem 636**

The cantilever beam shown in Fig. P-636 has a rectangular cross-section 50 mm wide by h mm high. Find the height h if the maximum deflection is not to exceed 10 mm. Use E = 10 GPa.

**Problem 632**

For the beam loaded as shown in Fig. P-632, compute the value of (Area_{AB}) barred(X)_{A}. From this result, is the tangent drawn to the elastic curve at B directed up or down to the right? (Hint: Refer to the deviation equations and rules of sign.)

**Problem 630**

For the beam loaded as shown in Fig. P-630, compute the value of (Area_{AB})barred(X)_{A} . From the result determine whether the tangent drawn to the elastic curve at B slopes up or down to the right. (Hint: Refer to the deviation equations and rules of sign.)