Problem 1) A load, P, is supported by a structure consisting of rigid bar BDF and...
A load P is supported by a structure consisting of rigid bar BDF and three identical 17-mm-diameter steel [E199 GPa] rods, as shown in the figure. Use a 3.3 m, b2.0 m, and L 51 kN, determine 3.9 m. For a load of P (a) the tension force produced in each rod. (b) the downward vertical deflection of the rigid bar at B 2) (a) Fi KN KN kN (b) vg-
A uniformly-distributed load wis supported by a structure consisting of rigid bar BDF and three rods. Rods (1) and (2) are 17-mm-diameter stainless steel rods that have an elastic modulus of E = 199 GPa. Rod (3) is a 23-mm-diameter bronze rod that has an elastic modulus of E = 101 GPa. Use a = 1.5 m and L = 3.1 m. For a load magnitude of w = 36 kN/m, calculate (a) the normal stress in each rod. (b)...
Problem 2) System of Statically INDETERMINATE Axially Loaded Members (32 points) A load of 20kN is applied to the rigid bar ABC at point C. At point A, the bar is pinned to the wall and will rotate freely. The rigid bar is supported by two bars made of steel (E- 200GPa). Both bars have cross-sectional area of 100 mm2 and length of 1000 mm. Length of section AB is 1000 mm, and length of section BC 2000 mm. Find...
P2.006 (Multistep) The rigid bar ABC is supported by three bars as shown in the figure. Bars (1) attached at A and C are identical, each having a length of Li158 in. Bar (2) has a length of L2-96 in.; however, there is a clearance of c 0.26 in. between bar (2) and the pin in the rigid bar at B. There is no strain in the bars before the load P is applied, and a 59 in. After application...
Problem 9.003 A rigid steel bar is supported by three rods, as shown in the figure. There is no strain in the rods before the load P is applied. After load P is applied, the normal strain in rods (1) is 450 μm/m. Assume initial rod lengths of L1-2250 mm and L2-1700 mm. Determine (a) the normal strain in rod (2) (b) the normal strain in rod (2) if there is a 1-mm gap in the connections between the rigid...
QUESTION 2 The rigid bar ABCD is pinned at B and supported by two rods, an aluminum rod AE and a steel rod CF. Details are given below. aluminum rod AE - E = 10600 ksi L = 24 in d = 0.5 in Om = 40 ksi f-12inte-911-06 All of -15 a STEEL steel rod CF ALMINUM E = L = d = om.x = 30,000 ksi 18 in 0.75 in 50 ksi (a) Determine the maximum force P...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...
Problem 1 (20 points) The rigid bar AB is pinned at A and supported by two aluminum rods (E = 10 x 103ksi) with diameter d = 1.2 in and the length shown for each on the figure. If the rigid bar is initially vertical, determine (a) the reaction exerted at A and (b) the average normal stress in each rod when the 40-kip force is applied. 40 kip 2 ft d = 12 in La 2 ft- (a) reaction...
Chapter 3, Reserve Problem 122 The rigid bar AC is supported by two axial bars (1) and (2). Both axial bars are made of bronze [E = 100 GPa; a = 18 × 10-mm/mm/°C]. The cross-sectional area of bar (1) is A1 = 236 mm2 and the cross- sectional area of bar (2) is Az = 389 mm2. After load P has been applied and the temperature of the entire assembly has increased by 26°C, the total strain in bar...
PROBLEMS The pin-connected structure is loaded as wn in Figure 5. Bar CD is rigid, and is horizontal before load P is applied. Bar A is made of alumimm 0:- 75 GPa, cross-sectional area-1000 mm2 Bar Bis made of structural steel (E-200 GPa, cross sectional area- 500 20m P150N (a) (15 points) Draw the free body diagram for bar CD, and write down (but do not solve) the equations of static equilibrium for the stracture. (b) (5 points) Is it...