Blog Posts on uniformly distributed load




Percent:
 
Distinct:
 


Solution to Problem 653 | Deflections in Simply Supported Beams by on Mar 16, 2010Problem 653 Compute the midspan value of EIδ for the beam shown in Fig. P-653. (Hint: Draw the M diagram by parts, starting from midspan toward the ends. Also take advantage of symmetry to note that the tangent drawn to the elastic curve at mid...



Solution to Problem 654 | Deflections in Simply Supported Beams by on Mar 16, 2010Problem 654 For the beam in Fig. P-654, find the value of EIδ at 2 ft from R2. (Hint: Draw the reference tangent to the elastic curve at R2.)  ...



Resultant of Parallel Force System by on Mar 14, 2010Coplanar Parallel Force System Parallel forces can be in the same or in opposite directions. The sign of the direction can be chosen arbitrarily, meaning, taking one direction as positive makes the opposite direction negative. The complete definiti...



Solution to Problem 644 | Deflection of Cantilever Beams by on Jan 15, 2010Problem 644 Determine the maximum deflection for the beam loaded as shown in Fig. P-644.  ...



Solution to Problem 644 | Deflection of Cantilever Beams by on Jan 15, 2010Problem 644 Determine the maximum deflection for the beam loaded as shown in Fig. P-644.  ...



Solution to Problem 639 | Deflection of Cantilever Beams by on Dec 13, 2009Problem 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 637 | Deflection of Cantilever Beams by on Dec 13, 2009Problem 637 For the beam loaded as shown in Fig. P-637, determine the deflection 6 ft from the wall. Use E = 1.5 × 106 psi and I = 40 in4.



Solution to Problem 639 | Deflection of Cantilever Beams by on Dec 13, 2009Problem 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 637 | Deflection of Cantilever Beams by on Dec 13, 2009Problem 637 For the beam loaded as shown in Fig. P-637, determine the deflection 6 ft from the wall. Use E = 1.5 × 106 psi and I = 40 in4.



Solution to Problem 640 | Deflection of Cantilever Beams by on Dec 13, 2009Problem 640 Compute the value of δ at the concentrated load in Prob. 639. Is the deflection upward downward?  ...