BP2: A simply supported beam length of 2 m is redundantly supported at 1/3=0.67 m and carries a distributed load of 2.5 kN/m. The beam is made of steel and has a diameter of 25 mm. Determine deflection at x=21/3=1.33 m.

Given the beam and the loading shown below, if L = 5 m, W1 = 4.5 N/m and w2 = 22.3 N/m. Calculate the vertical reactions at the supports. W2 w(x)=w, +ax³ L A B X Reactions: Ay = 单位 (tolerance 0.5 N) By = |数字 单位 (tolerance 0.5 N)

The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; I= 340 in."1. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 10 kips/ft, wCD = 7.0 kips/ft, LAB = 7.0 ft, LBc = 7.0 ft, LCD=9.5 ft, LoDE = 4 ft. Wo WCD C E LAB LBC LCD LDE Answer: (a) 0g = rad (b) vc = in.

1 A 19 ft long, simply supported beam is subjected to a 5 kip/ft uniform distributed load over its length and 11 kip point load at its center. If the beam is made of a W14x30, what is the deflection at the center of the beam in inches? The quiz uses Esteel = 29,000,000 psi. Ignore self-weight.

Find the deflection y(x) using differential equation where: The beam is embedded at x = L and a free end at x = 0. The applied load is w = w0*(1+cos(πx/L)), wo is the maximum intensity of the load.

A beam shaped as a rectangle, with a width represented by b and heightindicated by h, bears a centered load P over a span L that's simply supported.Represent the peak fv using the highest fb