please answer all the questions P A Consider the pin-jointed truss and applied forces shown in...
Consider the pin-jointed truss and applied forces shown in the adjoining figure. Consider the pin-jointed truss and applied forces shown in the adjoining figure Use the dimensions and load values in the table below Analyse the truss and determine the reactions and member forces required in the table below Enter your answers in the space provided Dimensions Applied forces 81.2 kN 125 kN Results Provide Answer for the followings to an accuracy of 2.5% Absolute Value Unit Direction Reactions Member...
Consider the frame and loading shown in the adjoining figure Use the dimensions and load values in the table below Analyse the frame and determine the reactions and internal actions required in the table below. Enter your answers in the space provided. Dimensions: 4.2 m Loadin 20 kN/m Results Provide Answer for the followings to an accuracy of 2.5% Absolute Value Unit Direction Reactions Member Forces Shear force in member CE Vce Maximum moment in member BC Mmax Location of...
Consider the structure and applied actions shown in the adjoining figure The frame is subjected to a uniformly distributed load on CD, a change in temperature in AB and support settlement at D. Use the dimensions and load values in the table below. Analyse the structure for all actions acting applied simultaneously and determine the reactions, member forces and displacement required in the table below. Enter your answers in the space provided. Dimensions 4 m 0.275lm 0.00001 Applied actions: DY...
Consider the frame and loading shown in the adjoining figure. Use the dimensions and load values in the table below. Analyse the frame and determine the reactions and internal actions required in the table below. Enter your answers in the space provided. Dimensions: h = 3.8m a = 2.5m b = 4.8m c = 1.8m w = 20kn/m Consider the frame and loading shown in the adjoining figure. Use the dimensions and load values in the table below. Analyse the...
Consider the frame and loading shown in the adjoining figure. Use the dimensions and load values in the table below. Analyse the frame and determine the reactions and internal actions required in the table below. Enter your answers in the space provided. tab- 000000000000000000000UI C Dimensions: 3.3 m 2.5 m 4 m 22m c Loading: w 20 kN/m ] Results: Provide Answer for the followings to an accuracy of 2.5% Absolute Value Unit Direction Reactions Dy Member Forces Shear force...
2. For the pin-jointed truss shown in Figure Q2.1 applied at node 4. The Young's modulus E(GPa) is the same for the three truss vertical downward force P(kN) is a members. The cross sectional area of each of the truss members is indicated below and expressed in terms of a constant A. By using the stiffness method: (a) Compute the reduced stiffness matrix Kg [5 marks [10 marks (b) Calculate the global displacements of node 4 in terms of P,...
Question Four: For the pin-jointed truss shown in Figure 4, 3m 12 KN 3m 30 kN 3m 15 kN 4m 4m 3m 3m 6m Figure 4. Calculate the reactions at A and B. (a) By inspection (involving no calculations), list all the zero force members. (b) (c) By method of joints, analyse joints T, S and N to determine the force in members ST NT, RS, SN, MN and RN. In your answer, you must state whether the members are...
Consider the structure and applied actions shown in the adjoining figure. The frame is subjected to a uniformly distributed load on AB, an initial curvature in CD and support settlement at A Use the dimensions and load values in the table below. Analyse the structure for all actions applied simultaneously and determine the reactions, member forces and displacement required in the table below Enter your answers in the space provided.
please answer question 2a and 2b with clear steps and remarks (a) For the pin-jointed truss under design loads shown in Figure 2(a), member BC, AC and AD using the Method of Sections. Indicate whether the members are in tension (T) or compression (C) calculate the forces in 20 kN 70 kN 45° 45° 45° 45 80 kN 45° 45 4m 4m 4m L 4m 4m Figure 2(a) (b) A sample of a steel member was taken for tensile testing...