For the frame shown below, determine the support reactions if EI is constant for all members. 5.5...
Example: Determine the forces acting on all members of the frame shown below 4 m 8 m 3 kN E 3 m 5 m 4 kN 2 kN 10 m 5 kN.m 3 kN.m A B 10 m Example: Determine the forces acting on all members of the frame shown below 4 m 8 m 3 kN E 3 m 5 m 4 kN 2 kN 10 m 5 kN.m 3 kN.m A B 10 m
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...
The frame shown below is fixed at A and C, and is supported by a roller at B. Use the numbering shown for the members and joints and determine the support reactions at all supports of the frame using the Stiffness Method. The 10 kN force is applied at the middle of the beam, and the 12 kN/m load is uniformly distributed on the column Take E = 200 GPa, 1 = 300(109) mm+ and A = 10(10-) mm2 for...
Q.3) In the frame shown, members AB, BC, CD, DEF and AF are pin-connected and supported by rollens at C, F and a pin support at D. Det ermine all support reactions and forces acting on members DEP and DC 2 3 kN/m 10. 2 m 2 m 2 Q.3) In the frame shown, members AB, BC, CD, DEF and AF are pin-connected and supported by rollens at C, F and a pin support at D. Det ermine all support...
3. Using the image and the following information, determine the support reactions of the frame shown below. a. The members of the frame are shown in black. There are 3 members in the frame (AC, CE, and EF). b. The red dots represent the connection points for the frame. C. The external forces are shown by the blue lines. d. There is a pin support at A and rocker supports at B, D, and F. 250 N 100 N/m 175...
For a constant EI (use EI as a constant in your answer): a. Determine the reactions RA and RC and draw the shear force diagram (SFD) and the bending moment diagram (BMD). See image below. b. Determine the slope at A (θA) and the deflection at B (ΔB) using the Moment-Area Method. c. Determine the equation of the elastic curve, y(x), using the Integration Method. 16 kN/m B 4 m 4 m SFD BMD
For the frame shown below, EI is constant, (1) specity whether it is statically determinate or statically indeterminate, if statically indeterminate, determine the degree of indeterminacy, determine the reactions at A and C. 60 k 15 ft 30 k 15 ft 15 ft 15 ft
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
3. For the single-storey braced frame shown below, determine the design axial loads of the members under gravity plus wind loads. All the members are pinned-connected and the self- weights of the member are included in the dead load. в, Vw Ps 200 kN V,-50 kN 6.0 m