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Q2: Application of Force Method on Frame Determine reactions at the fixed end support A and...
03: Given the statically indeterminate frame as shown in Fig. Q3 below, determine the member end moments and the support reactions of the frame using moment distribution method. Moment distribution to be done for 3 iterations of locking and unlocking cycle. A point load of 100KN is acting on span BC at 1/4 point of the span as shown. Support A and D are fixed supports. There is a roller support at joint C to prevent the frame from going...
3. For the frame shown in Fig. 3, (a) (7%) determine the support reactions, (b) (6%) draw the free-body diagrams of member AB and member CBD; (c) (12%) replace the loading on the frame by a single resultant force, and specify where its line of action intersects member CD, measured from end C 150 N 500 N 3 m 3m 2 m 400 N -m 0.35 m 0.35 m 3 m 500 N 35° Fig. 3 Fig. 2 Fig. 1...
(Approximate Method Gravity Frame) Problem 4. VERTICAL LOAD ON FRAME METHOD. Determine the approximate SUPPORT REACTIONS at "B". All supports are fixed. (10 points) Mg = 1.5 kn Bx = BY = 12 ft 4 kft 2 lnt 15 ft 40 ft B 25 ft
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...
Q2) For the frame shown in Fig.2, determine the reactions at the pin A and the force in the cable BC. 308 200 N/m Fig. 2 TOON
Q4 The steel frame is fixed at point D and supports a concentrated force of 64 kN, as shown in Figure Q4a. Assume a fixed connection at C. Assume El is constant for all the members. a) Compute the vertical displacement at point A. [15pt] 64 kN A B 4 m 3 m 3 m D 7777 Figure Q4a b) A roller support is added to the frame at point A as shown in Figure Q4b. Determine the reactions at...
QUESTION 1 [25 marks A frame loaded with a uniformly distributed load at Member AB and point load at Member BC and joint B. It has pinned supports A and C, while joint B is fixed connected, as can be seen in Figure 1. Take E-200 GPa. a) Using the slope-deflection method, calculate the moments and illustrate the bending moment diagram. [15 marks) b) Then calculate the shear forces and sketch the shear force diagram. [10 marks) 22 KN 10...
3. FRAME Determine the support reactions at A, B, and C. There is a fixed support at A and a rocker at B. Assume the vertical link at Cacts like a rocker support. 15 kN 30 kNm ALO 6m2 m2 m2 m
Use slope-deflection method to analyze the frame shown below. Segments AB and BD of the frame have moment of inertia I. Segment BC has moment of inertia 2/. Modulus of elasticity E is constant throughout the frame. The frame is supported by fixed-supports at A and D, and by a roller-support at C. Joint B is rigid. A downward point load of 20 kN is applied at mid-span of AB. Uniformly distributed load of intensity 2 kN/m acting downwards is...