2.21 A rain gutter is subjected to a 30# force at C as shown. Determine the...
Chapter 05, Practice Problem 5.08 Water flows into a rain gutter on a house as shown in the figure below at a rate of 0.0053 ft/s per foot of length of the gutter. At the beginning of the gutter (x = 0), the water depth is zero. (a) If the water flows with a velocity of 1.0 ft/s throughout the entire gutter, determine an equation for the water depth, h, as a function of location, x. (b) At what location...
A force P is applied on the crate at A as shown. Determine(a) the moment of the force P about C,(b) the magnitude and sense of the vertical force applied at E that creates the same moment about C,(c) the magnitude and direction (from horizontal) of the smallest force applied at E that creates the same moment about C.If P=500 N, a=25°, a=300 mm, b=500 mm, c=350 mm, d=50 mma) Moment of P about C(N · m, 3 sigfig, CW+)=b)...
A L-shape column with the following dimensions is subjected to an eccentirc force of Py*30 ubjected to an eccentirc force of P = 450 lb as shown in the figure. [P, = 450 lb, c = 18 in., a = 5.5 in., b = 8 in.) What is the bending moment (M) that would be used to calculate the bending stress at point A. What is the bending moment (M) that would be used to calculate the bending stress at...
The pipe assembly is subjected to the force ofF = {700 i + 800 j - 400 k} N. (Figure 1) Determine the x, y, and z components of the moment of this force about point A. Problem 4.32 1 of 2 Part A The pipe assembly is subjected to the force of F-(700 İ + 800 j-400 k) N, (Figure 1) Determine the x, y, and components of the moment of this force about point A Express your answers...
With a U cross section, is subjected to uniformly distributed force 11 kN/m and a concentrated load of 12 kN as shown. (a) the reaction at supports A and B, (b) sketch the shear diagram and the moment diagram, (c) determine the location of neutral axis of the cross section and calculate its area moment of inertia about the neutral axis, and (d) determine absolute maximum bending stress and (e) absolute maximum transverse shear stress.
The beam is subjected to a moment of 15 kip·ft. Determine the resultant force the bending stress produces on the top flange A and bottom flange B. Also calculate the maximum bending stress developed in the beam.
The beam is subjected to a moment of 15 kip*ft. Determine the resultant force the bending stress produces on the top flange A and the bottom flange B. Also compute the maximum bending stress developed in the beam.
The flanged member shown below is subjected to an internal axial force of P = 6500 lb, an internal shear force of V = 4500 lb, and an internal bending moment of M = 19200 lb-ft, acting in the directions shown. d M Iw y HI a y Ilk thu The dimensions of the cross section are: bf = 8.0 in. tp = 0.61 in. d = 11.0 in. tw = 0.38 in. The cross-sectional area of the flanged shape...
The simply supported beam, with a U cross section, is subjected to a uniformly distributed force of 8 kN/m and a concentrated load of 12 kN as shown. (a) Determine the reaction at supports A and B, (b) sketch the shear diagram and the moment diagram, (c) determine the location of the neutral axis of the cross section and calculate its area moment of inertia about the neutral axis, and (d) determine absolute maximum bending stress and (e) absolute maximum...
A block of mass M = 10 kg is subjected to a force F as shown. The box/horizontal surface interface is described by mu s = 0.5 and mu k = 0.25. (a) If F = 3ON, determine (b) If F = 90N, determine . (c) Make a qualitatively correct graph of versus F.