Blog Posts on uniformly varying load




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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 648 | Deflection of Cantilever Beams by on Feb 7, 2010Problem 648 For the cantilever beam loaded as shown in Fig. P-648, determine the deflection at a distance x from the support.  ...



Solution to Problem 648 | Deflection of Cantilever Beams by on Feb 7, 2010Problem 648 For the cantilever beam loaded as shown in Fig. P-648, determine the deflection at a distance x from the support.  ...



Solution to Problem 646 | Deflection of Cantilever Beams by on Jan 16, 2010Problem 646 For the beam shown in Fig. P-646, determine the value of I that will limit the maximum deflection to 0.50 in. Assume that E = 1.5 × 106 psi.  ...



Solution to Problem 645 | Deflection of Cantilever Beams by on Jan 16, 2010Problem 645 Compute the deflection and slope at a section 3 m from the wall for the beam shown in Fig. P-645. Assume that E = 10 GPa and I = 30 × 106 mm4.  ...



Solution to Problem 645 | Deflection of Cantilever Beams by on Jan 16, 2010Problem 645 Compute the deflection and slope at a section 3 m from the wall for the beam shown in Fig. P-645. Assume that E = 10 GPa and I = 30 × 106 mm4.  ...



Solution to Problem 647 | Deflection of Cantilever Beams by on Jan 16, 2010Problem 647 Find the maximum value of EIδ for the beam shown in Fig. P-647.  ...



Solution to Problem 647 | Deflection of Cantilever Beams by on Jan 16, 2010Problem 647 Find the maximum value of EIδ for the beam shown in Fig. P-647.  ...



Solution to Problem 646 | Deflection of Cantilever Beams by on Jan 16, 2010Problem 646 For the beam shown in Fig. P-646, determine the value of I that will limit the maximum deflection to 0.50 in. Assume that E = 1.5 × 106 psi.  ...



Solution to Problem 630 | Moment Diagrams by Parts by on Oct 16, 2009Problem 630 For the beam loaded as shown in Fig. P-630, compute the value of (AreaAB)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 an...