Problem 868 | Deflection by Three-Moment Equation
Problem 868
Determine the values of EIδ at midspan and at the ends of the beam loaded as shown in Figure P-868.
end deflection
Solution to Problem 693 | Beam Deflection by Method of Superposition
Problem 693
Determine the value of EIδ at the left end of the overhanging beam in Fig. P-693.
Solution to Problem 688 | Beam Deflection by Method of Superposition
Problem 688
Determine the midspan value of EIδ at the left end of the beam shown in Fig. P-688.
Solution to Problem 666 | Deflections in Simply Supported Beams
Problem 666
Determine the value of EIδ at the right end of the overhanging beam shown in Fig. P-666.
Solution to Problem 644 | Deflection of Cantilever Beams
Problem 644
Determine the maximum deflection for the beam loaded as shown in Fig. P-644.
Solution to Problem 643 | Deflection of Cantilever Beams
Problem 643
Find the maximum value of EIδ for the cantilever beam shown in Fig. P-643.
Solution to Problem 642 | Deflection of Cantilever Beams
Problem 642
Find the maximum deflection for the cantilever beam loaded as shown in Figure P-642 if the cross section is 50 mm wide by 150 mm high. Use E = 69 GPa.
Solution to Problem 641 | Deflection of Cantilever Beams
Problem 641
For the cantilever beam shown in Fig. P-641, what will cause zero deflection at A?
Solution to Problem 639 | Deflection of Cantilever Beams
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 × 106 psi and I = 60 in4.
Solution to Problem 638 | Deflection of Cantilever Beams
Problem 638
For the cantilever beam shown in Fig. P-638, determine the value of EIδ at the left end. Is this deflection upward or downward?
