Both
the part of the questions have been calculated above
(4) Problem 4: Stress and Strain (8 Points). The rigid bar "AD" is subjected to a...
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...
(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...
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...
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Chapter 2, Reserve Problem 029 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 um/m. Assume initial rod lengths of L1 = 2300 mm and L2 = 1800 mm. Determine (a) the normal strain in rod (2). (b) the...
3750 mm Problem 3 The rigid bar ABC is supported by a pin connection at B and two axial members. A slot is member (1) allows the pin at A to slide 5 mm before it contacts the axial member. If the load P produces a compressive normal strain in member (1) of -1350x106, determine the normal strain in member (2) 640 mm 400 mm 370 mm 800 mm
The rigid bar shown is supported by axial bar (1) and by a pin
connection at C. Axial bar (1) has a cross-sectional area
of A1 = 250 mm2, an elastic modulus
of E = 200 GPa, and a coefficient of thermal expansion of
α= 11.3 × 10-6/°C. The pin at C has a diameter
of 40 mm. After load P has been applied and the
temperature of the entire assembly has been increased by 10°C, the
total strain in...
Rigid bar is supported by a pin-connected axial bar (1) and a pin connection at C as shown in Figure Q1. Member (1) is a 20 mm wide by 9 mm thick rectangular bar made of Steel Alloys (A992). The total strain in bar (1) is measured as 925 ue (925x10°). The pin at C has an ultimate shear strength of ty = 345MPa. Determine: (a) The axial force in member (1). [9 marks] (b) The factor of safety in...
Problem 3 Three steel rods (with E-200 GPa, Cla = 1 1.7x10-6/oC) support a 45 kN load P. Each of the rods AB and CD has a 200 mm cross-sectional area, and rod EF has a 575 mm2 cross sectional area. The horizontal bar BED may be treated as rigid. The distance BE along the horizontal bar from pin B to pin E is 450 mm, and the distance ED along the horizontal bar from pin E to pin D...
Plz do it right cus it’s really important question
connection at C. Axial bar (1) has a 15. The rigid bar shown is supported by axial bar (1) and by a pin cross-sectional area of A, 350 mm2, an elastic modulus of E 200 thermal expansion of a 12.8 x 10rC. The pin at Chas a diameter of 35 been applied and the temperature of the entire assembly has been strain in bar (1) is measured as 950 ue (elongation)....