Q.3) Determine the support reactions at A and I for the given load on a two-step...
A beam supports a variably distributed load as shown in Figure 3. Given a pin support at A, and a roller support at B, calculate the support reactions. Lw 6 kN/m lw 2 kN/m 2 m Figure 3 Beam supporting a variably distributed load
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Determine the support reactions and draw the shear and bending moment diagrams for the structure shown in Figure 1 by using the method of consistent deformations. X1 kN-I D 6 m x, kN/m 4m- 1-5 7 kN.m 4m Figure 1 X2= 606 kN/m
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...
Also,
Determine the roller placement x of the load so that it gives
the minimum reactions at the supports.
Calculate the minimum reactions at the support A.
Calculate the minimum reaction at support B.
The jib crane is pin connected at A and supported by a smooth collar at B. Determine the roler placement x of the 5900-lb load so that it gives the maximum and minimum reactions at the supports. Neglect the weight of the crane. Require 3ft 10ft....
A simple beam supports two concentrated loads and a
uniformly distributed load over 8 ft. of the span. Solve for the
support reactions at A and B
CONSTRUCTION MANAGEMENT TEXAS RLINGTON Assignment #1 FALL 2018 Q4. A simple beam supports two concentrated loads and a uniformly distributed load over 8 ft. of the span. Solve for the support reactions at A and B. 200 Ib 300 lb. 00- 50 lb./ft. 3' 6' 8 Page 5 of 11
udering the distributed load below, answer questions 4 and 5 16. The support at A is: 17. The reactions at A are a Roller a. A,A 10kN and MA-31.3 RN.m b. Pin. b A, -10N A, 104N and M,-313 k.N.m c Fixed. d. Distributed The rod shown has a length L ‘ 4 ft, and is pinned at its attached spring has a stiffness &-50 ib/ftand an unstretched length Le 2 t. The spring is unstretched wihen 9- B. The...
1. Develop a MATLAB code to determine, (a) the support reactions, RAy, RFy of the king post truss shown below using the given variables. (b) the member forces FAD, FAB, FBD, FBc, FcD, FCE, FDE, FEF, and FoF by considering the equilibrium of each node and setting up equilibrium equations using the given variables. 2. Run your MATLAB program for two load cases (while keeping the truss geometry the same) and two truss geometries (while keeping the load the same)...
PROBLEM 4 For the beam and loading shown determine the support reactions. --3 -- -3 ---3m- 16 lins Slips PROBLEM 5 For the beam and loading shown determine the support reactions. D
Using approximate methods
Using the class assumption of approximate methods, determine the support reactions at A and D in the frame shown below. List all your assumptions used. TTS m 777 12 m In this problem: 1. The load is applied at C and units are metric. 2. The load is applied at B and units are US. 3. The load is applied at member BC and units are metric. 4. The load is applied at member BC and units...
2. (30 point) w 1.2 for dead load, and 1.6t is used the total factored lood and the reactions that a d 8 ft For the dead load, assume concrete and a slab that used to tors of l a thst ct o and as in a light storage the 4-inch con16or live load, determine and sketch r-dead load, ang 5 and ABC. The loads should be The steel framework is used to support warehouse. Using the load factors of...