1. The figure is divided into four shapes
Area of triangle = A1 = (1/2)x3x3 = 4.5 in2
Distance of x-coordinate of centroid of triangle from extreme left = (2/3)x3 = x1 = 2 in
Distance of y-cordinate of centroid of triangle from Base = y1 = 3/3 = 1 in
Area of rectangle = A2= 3x3 = 9 in2
x2 = 3 + 1.5 = 4.5 in
y2 = 3/2 = 1.5 in
Area of Quarter circle = A3 = piex32/4 = 7.068 in2
= 7.273 in
= 1.273 in
Area of semicircle = A4 = piex12/2
= 1.571 in
x4 = 3 + 3 = 6 in
y4 = 4R/3pie = 4x1/3xpie
= 0.424 in
X-coordinate of centroid of figure from extreme left is given as
= (4.5x2 + 9x4 + 7.068x7.273 - 1.571x6)/(4.5 + 9 + 7.068 - 1.571)
= 4.815 in
Y - coordinate of centroid of figure from base is given as
= 1.386 in
2. Let Va and Vb be the vertical reactions at A and B respectively in the upwards direction and Ha be the horizontal reaction at A
Taking moments about B
Clockwise as +ve and Anticlockwise as -ve
Vax6 - (1/2)x3x6x(6/3) + 2x3x3/2 = 0
6Va = 9
=> Va = 1.5 kip (upwards)
For vertical equilibrium
Va + Vb = (1/2)x3x6 + 2x3
=> Vb = 13.5 kip (upwards)
For horizontal equilibrium
Ha = 0
1. Calculate the centroid of the plane region shown. 1 in. 3 in. - 3 in.--e-3...
Problem # 2 For the plane truss shown below determine the horizontal displacement at joint 3. Assume A 0.4 in and E 29,000 ksi, 10 kip (2) 5 kip (3) 12 ft (1) (5) 1 (4) ttr 9 ft + + LF 8F L, in member F (1) (2) (3) (4) (5) "in Problem # 2 For the plane truss shown below determine the horizontal displacement at joint 3. Assume A 0.4 in and E 29,000 ksi, 10 kip (2)...
PROBLEM 3 (25%) For the problem shown below, the free body diagram (FBD) is superimposed showing the reactions forces (the reaction forces are given). Ax = 0; Ay = 9 kip, Cy = 33 kip 1. Draw the shear force diagram. Identify values at kink points (no equations required). 2. Draw the bending moment diagram. Identify values at kink points (no equations required). 3. Determine the value of the maximum positive moment in the beam (Mmax). 4. Compute the vertical...
PROBLEM 3 (25%) For the problem shown below, the free body diagram (FBD) is superimposed showing the reactions forces (the reaction forces are given). Ax = 0; Ay = 9 kip, Cy = 33 kip 1. Draw the shear force diagram. Identify values at kink points (no equations required). 2. Draw the bending moment diagram. Identify values at kink points (no equations required). 3. Determine the value of the maximum positive moment in the beam (Mmax). 4. Compute the vertical...
The beam supports the triangular distributed load shown below with wmax=625 lb/ft. The reactions at A and B are vertical. <HW #1 Problem 1.15 The beam supports the triangular distributed load shown below with wax 625 lb/ft. The reactions at A and B are vertical. 6ft 4545 6 ft 6ft Part A Determine the resultant internal loadings on the cross section at point C Express your answers, separated by commas, to three significant figures. vec kip, kip kip-ft Submit
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3) For the beam and loading shown in figure, E = 30 x 106 psi, 7 = 200 inº. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft A С B -8 ft-
3) For the beam and loading shown in figure, E = 30 x 106 psi, I = 200 int. Determine (a) the reaction force at A and (b) the deflection at C. 3 ft 8 kip 2 kip/ft IA с в | -8 ft
3) For the beam and loading shown in figure, E = 30 x 106 psi, Ī = 200 int. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft litum A С B -8 ft-
3) For the beam and loading shown in figure, E = 30 x 106 psi, i = 200 inº. Determine (a) the reaction force at A and (b) the deflection at C. 3 ft 8 kip 2 kip/ft IA с B -8 ft
Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 ft h 8 ft f 20 ft 12 ft 12 ft 20 ft Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 ft h 8 ft f 20 ft 12 ft 12 ft 20 ft