2.5-10 A rigid bar ABCD is pinned at end A and supported by two cables at...
6) 2.5-16 2.5-16 A rigid bar ABCD is pinned at end A and supported by two cables at points Band C (see figure). The cable at B has a nominal diameter dg - 12 mm and the cable at Chas a nominal diameter dc = 20 mm. A load Pacts at end D of the bar. What is the allowable load P if the temperature rises by 60°C and each cable is required to have a factor of safety of...
A rigid beam ABCD is supported by a pin at B and two cables located at A and C. The cables have a 30 mm diameter and are made of steel with yield strength of 800 MPa and elastic modulus of 200 GPa. The beam is designed to resist a vertical load P applied at D equal to 200 kN. a) Find the forces developed in each cable b) Find the corresponding vertical displacement at point where the load is...
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...
The rigid bar is pinned at A and supported by two aluminum rods, each having a diameter of 1 in. and a modulus of elasticity Eal = 10(103) ksi. If the bar is initially vertical, determine the force in each rod when the 3.4 kip load is applied.
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...
The pin-connected structure shown in Fig. 5 consists of a rigid bar ABCD and two 1,500-mm-long bars. Bar (1) is steel [E=200 GPa] with a cross-sectional area of A1 = 510 mm2. Bar (2) is an aluminium alloy [E-70 GPa] with a cross-sectional area of A2 1,300 mm2. All bars are unstressed before the load P is applied. If a concentrated load of P 200 kN acts on the structure at D determine: (a) the normal stresses in both bars...
The rigid bar in (Figure 1) is pinned at A and supported by two aluminum rods, each having a diameter of 1.2 in. and a modulus of elasticity Eal = 10(103) ksi. Part A If the bar is initially vertical, determine the displacement of the end B when the force of 2 kip is applied.
The rigid bar is pinned at A and supported by two aluminum rods, each having a diameter of 1 in., a modulus of elasticity Eal = 10(103) ksi, and yield stress of (σy)al= 40 ksi. If the bar is initially vertical, determine the displacement of the end B when the force of 20 kip is applied.
A rigid bar ABCD is supported by two bars as shown in Figure below. There is no strain in the vertical bars before load P is applied. After load P is applied, the normal strain in bar (1) is - 570 μm/m. Determine: (a) the normal strain in bar (2) (b) the normal strain in bar (2) if there is a 1 mm gap in the connection at pin C before the load is applied. (c) the normal strain in bar (2) if...
(5 pts) Rigid bar ABCD is supported by bars BE and CF and a pin at A. There is no strain in the vertical bars before P is applied. After P is applied, the normal strain in bar BE is -1100 strains (i.e., -1100 x 10-6 mm/mm) Determine: 1425 mm 200 mm 320 mm 100 mm Rigid bar 860 mm a) the normal strain in bar CF. b) the normal strain in bar CF if there a 1-mm gap in...