Determine the equation of the elastic curve for the beam using the x coordinate that is valid for 0 < x < L. El is constant. Also, determine the maximum deflection at the midspan and rotation at the left end support. A L W B

Determine the value of the uniformly distributed loadd "w". What is the numeric value of C1 ( 1st constant)? Dtermine the deflection at midspan.

Determine the deflection at point D by using conjugate beam method A is a pinned and C is a roller support. E,I =constant

Determine the deflection at joint B. Members have the same moment of inertia of 1440 x 10^4 cm^4 and E is constant at 210 GPa Using Unit load Method 100kN/m B P= 279 kN 100kN/m A 4m iP in kN 3m 5m

1) Find the vertical deflection at joint D in mm?

In the frame shown below, what is the value of vertical reaction force component at C? (note: enter your numeric answer only. No need to enter units. Give your answer to two decimal places) and negative for down. Vertical force component at C, Cy = 2000 N C B. 3 m -2 m 2 m- 60°

A simply supported beam (E = 12 GPa) carries a uniformly distributed load q = 120 N/m, and a point load P = 126 N at mid-span. A |C L/2- -L/2 - The beam has a rectangular cross section (b = 75 mm, h = 200 mm) and a length of 3.6 m. Calculate the maximum deflection (in mm) of the beam. (Enter the magnitude. Solve the problem by the method of superposition. All beams have constant flexural rigidity EI.) mm

3. Find the maximum deflection in terms of some constant EI В 2L 3 3

The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; / = 843 in.4]. Assume that the support at D can provide resistance either up or down. For a loading of w = 5.7 kips/ft, determine: (a) the beam deflection VA at point A. (b) the beam deflection vc at point C. Assume LAB = 10 ft, LBC = 7 ft, LCD = 7 ft, LDE = 4 ft. W B Answers: (a) VA = (b) vc= LAB IN LBC D LCD in. in. LDE E

Determine the equation of the elastic curve, the slope at A, and the deflection at B. EI is constant.