overhanging beam

Problem 840
For the propped beam shown in Fig. P-840, determine the prop reaction and the maximum positive bending moment.
 

Problem 839
Determine the prop reaction for the beam in Fig. P-839.
 

Problem 836
For the continuous beam loaded as shown in Fig. P-816, determine the length x of the overhang that will cause equal reactions.
 

Problem 816
Determine the lengths of the overhangs in Fig. P-816 so that the moments over the supports will be equal
 

Problem 692
Find the value of EIδ midway between the supports for the beam shown in Fig. P-692. (Hint: Combine Case No. 11 and one half of Case No. 8.)
 

Problem 689
The beam shown in Fig. P-689 has a rectangular cross section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to 0.5 inch. Use E = 1.5 × 10⁶ psi.

Problem 688
Determine the midspan value of EIδ at the left end of the beam shown in Fig. P-688.
 

Problem 675
Repeat Prob. 674 for the overhanging beam shown in Fig. P-675.