Part E and F is draw shear an moment diagram < Homework #8 Problem 9.17 Consider...
Problem 9.17 Consider the frame shown in (Figure 1). EI is constant. Part A Determine the y component of reaction at A. Express your answer to three significant figures and include the appropriate unit A- Value Units Submit Request Answer igure 1 of 1 Part B 6 m Determine the z component of reaction at C. Express your answer to three significant figures and include the appropriate u 18 kN/m G-1 Value Units 4 m Submit Request Answer Part C
Part A Consider the frame shown in (Figure 1). EI is constant. Suppose that F- 75 kN, and EI is in kN-m2 Choose the correct equations used in the method of virtual work for the slope and displacement in beams OPEI MEI MEI Figure 1 of 1> EI mM 4 m EI 4 Inm 3 m Correct
Help with the shear and moment diagram
SHEAR AND MOMENT DIAGRAM: Draw diagram (20pts.) and label the parts of the load diagram and shear and moment 23. For the given frame draw the shear and moment diagram of each member 22 kN/m 5 m Hinge 5 m 110kN 1475 FOR MEMBER AC FOR MEMBER CE 27 FOR MEMBER EG /47s llD Page d of 4
C2 Done session.masteringengine AA <HW10 - Attempt 1 Problem 10.14 < 3 of 7 > Review Consider the frame shown in . Assume the support 2 kN/m -3 m 4 m at A is fixed and C is pinned. EI is constant. Part A Determine the internal end moment MRA actina < We were unable to transcribe this imageC2 Done session.masteringengine AA <HW10 - Attempt 1 Problem 10.19 < 2 of 7 > Part B Determine the internal end moment...
C2 Done session.masteringengine AA <HW10 - Attempt 1 Problem 10.14 < 3 of 7 > Review Consider the frame shown in . Assume the support 2 kN/m -3 m 4 m at A is fixed and C is pinned. EI is constant. Part A Determine the internal end moment MRA actina < C2 Done session.masteringengine AA <HW10 - Attempt 1 Problem 10.14 < 3 of 7 > Part A Determine the internal end moment MBA acting on member AB of...
5. The bending moment diagram of a system is shown in the below figure. For 0<x<3.75, the bending moment diagram is piecewise linear; and for 3.75<x<5.25 the bending moment diagram is in quadratic form. Sketch the shear force diagram, and the load distribution diagram, approximately. It is not necessary to calculate the exact value of shear force and the loads. (20 points) M, (kN-m) 1.5 3.75 5.25 X (m) 0.5
A beam is shown in the figure below:
Part A:
Draw a shear Diagram for the beam:
Part B:
Draw the moment diagram for the beam:
20 kN 20 kN/m -2 m V(kN 40 20 x(m) -20 -40 -60 5 )d 0 0 0 0 00000 m5 4 3 2 1
20 kN 20 kN/m -2 m
V(kN 40 20 x(m) -20 -40 -60
5 )d 0 0 0 0 00000 m5 4 3 2 1
Part B) For the frame (no sidesway) below, determine the reactions and draw the shear and moment diagrams using the moment-distribution method of analysis. Joints A, B and E are fixed and all members are rigidly connected at C and D. You may perform the moment distribution by hand. E is constant, but I is as shown on the frame 50 kN 50 kN 4 m 6 kN/m 21 1.51 1.51 6 m 8 Part 3) Reanalyze the frame of...
Problem #1 ) a) Draw the shear force and bending moment diagram for the shown beam. b) Determine the equations of the elastic curve using the x,and x2 coordinates. EI is constant. AJ p b
A frame structure is shown in Figure 1, in which points A, B and C are all pins (a) Draw the shear and moment diagrams for the frame, and determine the shear and moment at points D and E [20 marks] (b) Calculate the horizontal deflection of the frame at joint F use virtual-work. EI for all members are the same and is a constant. [20 marks] 0.25 m 0.75 m C D 0.75 m 0.75 m 00 N/m 60...