3. The following is required for the moment frame given below: 1) Determine the support reactions....
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...
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...
1) Determine the reactions at the supports for the structures shown. The support at A is a Roller and the support at B is a Pin. 2.0 k/ft M 10 k- 3.0 k/ft 12 ft 25 k- 25k-Pokift 15 ft B! 1 F20ft- 2) 2 3 k/ft A beam is supported at points A, C, and E, and is loaded as shown. The support at A is fixed. The supports at C and E are rollers. Hinge-B ce Dl Hinge...
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...
1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw one set of P, V, and M diagrams for Column AB, one set for Beam BE, and one set for Column DF. There is a fixed support at A and applied forces and moments as shown below. 500 lb 500 lb 5 k-ft 5 k-ft D 5 k-ft B 10 10' 10' E 500 lb/ft 10' 10' 5k s tiskt 5 k-ft 1k 2....
For the two frames given below Compute the Support Reactions Draw the Free Body Diagrams for all members, and joints with concentrated load or moment Draw the Bending Moment Diagram, Shear Force Diagram, and Axial Force Diagram using the sign conventions and labeling scheme taught in the class Draw the Qualitative Deflected Shape, clearly showing the Inflection Points, if any. 1. (50 points) 45 k Need FBD 3 k/ft 15 ft 2. (50 points) 15 kN/m F G 65 kN...
2. Determine all support reactions and draw shear and moment diagrams of the beam shown below by using the Moment Distribution method (10 points) 5 T/m 21 A DB 3m ΑΙΙ ΕΙ 10 T 2m 5m
CE 160 Problem 1(15% 4 k B 12 ft AR 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft and the bending stiffness for beam BC is 60,000 k-ft, find: I. (596) The bending moment diagram for...
For the frame shown below:1- Calculate the reactions at the supports.2- Draw the Normal force, the Shear force and the Bending moment
diagrams. Indicate all critical values3- Show the equilibrium at node B.4- Develop the analytical expression for the normal force, the
shear force and the bending moment diagram for memberBC.The 4 Kips/ft load is applied perpendicular to member
AB.
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