Homework Answers
As the compound beam shown is statically determinate. We can use equations of statically determinate beam to determine the support reactions. Beam is hinged at point c and d. So we can easily use summation of moment about hinge is equal to zero. Also in fig. Support F is not visible. So we are going to find support reaction for point A, B and E. Calculation is as shown below.
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B. Find the reactions at supports A, B, E, and F of the compound beam loaded...
(b) Equilibrium of a compound beam is maintained by the fixed, pin and roller supports at A, B and C respectively. F...
(b) Equilibrium of a compound beam is maintained by the fixed, pin and roller supports at A, B and C respectively. For the following loading, determine the reactions at the supports A, B and C 20 kN 6 kN/m 2 m 2 m rn
(b) Equilibrium of a compound beam is maintained by the fixed, pin and roller supports at A, B and C respectively. For the following loading, determine the reactions at the supports A, B and C 20...
Determine the reactions at the supports of the beam which is loaded as shown. Assume w1...
Determine the reactions at the supports of the beam which is
loaded as shown.
Assume w1 = 600 N/m, w2 =
220 N/m, a = 7.1 m, b = 1.8 m.
Determine the reactions at the supports of the beam which is loaded as shown. Assume w1 = 600 N/m, W2 = 220 N/m, a = 7.1m, b = 1.8 m. w w OB b b d Answers Ax - N Ay = N By = N
Calculate the reactions at the supports A, B, and C for the beam in figure 4...
Calculate the reactions at the supports A, B, and C for the beam in figure 4 and then draw the shear force and bending moment diagrams. At A and B there are simple supports while at C there is a pin joint. If the cross section of the beam is rectangular, with dimensions b-10 mm and h-24 mm what is maximum bending stress in the beam? 12 kN 9 kN/m 22 224m 2
The beam is loaded as shown in the diagram below. The beam is uniformly loaded at...
The beam is loaded as shown in the diagram below. The beam is uniformly loaded at 3 kN/m for the length of 4 m from B. The beam also has two point loads, 4 KN at 2 m from A and 3 KN at 3 m from B. 2 KN 3 KN 3KN/m A 2 m 2 m 11 m 3 m Fig. Q2 Draw a shear force and bending moment diagram. Also determine the location of maximum bending moment...
determine the reactions at the supports for the beam shown. 150 kN stant 40 kN/m rmly...
determine the reactions at the supports for the beam shown.
150 kN stant 40 kN/m rmly e ex- ns of and 8 m 20 kN/m s as A 6 m 6 m 6 m FIG. P3.17
(a) Determine the support moments and reactions for the continuous beam (loaded as shown in Fig....
(a) Determine the support moments and reactions for the continuous beam (loaded as shown in Fig. 4a) having variable moment of inertia (1) using Slope Deflection Method when support B moves up by 0.01m. Support A is fixed and the other supports are rollers or pins. Use E 200 GPa, and1 400 x 60kN 60kN 30kN/m 60kN/m 21, B 41 20m 5m ←15 m 5m 10 m 10m Fig. 4a
Using force method , determine the reactions of the supports for the beam shown in Figure...
Using force method , determine the reactions of the
supports for the beam shown in Figure ( 5 ) . Then draw shear and
bending moment diagrams for the beam El is constant Use conjugate
beam method to determine deflections ,
6 m 50 KN 200 kN. 9 m - 3 m Fig. (5) BEST WISHES
1. For the beam loaded as shown, determine the displacement at C midway between the supports...
1. For the beam loaded as shown, determine the displacement at C midway between the supports by double-integration method. 3.KN/m 8KN 3.KN/m 10 m 2.5 m 1.0 m 2.5 m
asap Q5: Using force method, determine the reactions of the supports for the beam shown in...
asap
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m 9 m 3 m Fig. (5)
1. For the beam loaded as shown, determine the displacement at C midway between the supports...
1. For the beam loaded as shown, determine the displacement at C midway between the supports by double-integration method. 3.KN/m 8KN 3.KN/m 1.0 m 2.5 m 2.5 m
(b) Equilibrium of a compound beam is maintained by the fixed, pin and roller supports at A, B and C respectively. For the following loading, determine the reactions at the supports A, B and C 20 kN 6 kN/m 2 m 2 m rn
(b) Equilibrium of a compound beam is maintained by the fixed, pin and roller supports at A, B and C respectively. For the following loading, determine the reactions at the supports A, B and C 20...
Determine the reactions at the supports of the beam which is
loaded as shown.
Assume w1 = 600 N/m, w2 =
220 N/m, a = 7.1 m, b = 1.8 m.
Determine the reactions at the supports of the beam which is loaded as shown. Assume w1 = 600 N/m, W2 = 220 N/m, a = 7.1m, b = 1.8 m. w w OB b b d Answers Ax - N Ay = N By = N
Calculate the reactions at the supports A, B, and C for the beam in figure 4 and then draw the shear force and bending moment diagrams. At A and B there are simple supports while at C there is a pin joint. If the cross section of the beam is rectangular, with dimensions b-10 mm and h-24 mm what is maximum bending stress in the beam? 12 kN 9 kN/m 22 224m 2
The beam is loaded as shown in the diagram below. The beam is uniformly loaded at 3 kN/m for the length of 4 m from B. The beam also has two point loads, 4 KN at 2 m from A and 3 KN at 3 m from B. 2 KN 3 KN 3KN/m A 2 m 2 m 11 m 3 m Fig. Q2 Draw a shear force and bending moment diagram. Also determine the location of maximum bending moment...
determine the reactions at the supports for the beam shown.
150 kN stant 40 kN/m rmly e ex- ns of and 8 m 20 kN/m s as A 6 m 6 m 6 m FIG. P3.17
(a) Determine the support moments and reactions for the continuous beam (loaded as shown in Fig. 4a) having variable moment of inertia (1) using Slope Deflection Method when support B moves up by 0.01m. Support A is fixed and the other supports are rollers or pins. Use E 200 GPa, and1 400 x 60kN 60kN 30kN/m 60kN/m 21, B 41 20m 5m ←15 m 5m 10 m 10m Fig. 4a
Using force method , determine the reactions of the
supports for the beam shown in Figure ( 5 ) . Then draw shear and
bending moment diagrams for the beam El is constant Use conjugate
beam method to determine deflections ,
6 m 50 KN 200 kN. 9 m - 3 m Fig. (5) BEST WISHES
1. For the beam loaded as shown, determine the displacement at C midway between the supports by double-integration method. 3.KN/m 8KN 3.KN/m 10 m 2.5 m 1.0 m 2.5 m
asap
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m 9 m 3 m Fig. (5)
1. For the beam loaded as shown, determine the displacement at C midway between the supports by double-integration method. 3.KN/m 8KN 3.KN/m 1.0 m 2.5 m 2.5 m
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