Q2 Two members AB and AC are made of material with E= 102 Gpa and each member has cross sectional area of A= 489 mm2. The members are used to support bar BC. If P=811 N, L1= 202 mm, L2= 313 mm and L3= 443 mm . Answer the following questions.
Q: Consider the truss structure with a load of P= 35.4 kN applied at joint C. All the members of the…
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Q: A, - 600 mm L = 400 mm 4, = 300 mm? L = 200 mm 4 =12 10 1 az = 23 10 E - 210 GPa E, - 70 GPa a) P=…
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Q: The rod BD is made of material with G1= 110 GPa has a diameter 18 mm is bonded to the tube CA at…
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Q: The rod BD is made of material with G1= 124 GPa has a diameter 34 mm is bonded to the tube CA at…
A: Given: Rod BD: G1=124 GPad=34 mm Tube CA: G2=211 GPaD0=73 mmt=10 mmT1=-579 N.m (counter clockwise…
Q: Q2: Bar of cross section 8 mm x 8 mm & 800 mm long is fixed at both ends. Determine the end…
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Q: A polystyrene rod consisting of two cylindrical portions AB and BC is restrained at both ends and…
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Q: The rod BD is made of material with G1= 137 GPa has a diameter 42 mm is bonded to the tube CA at…
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Q: 1. The steel system consists of rod CD, rod AB and a rigid bar AC. The diameter of rods CD and AB…
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Q: The bar ABC is supported by a pin at A and a steel wire at B. Determine the magnitudeof force…
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Q: 36. A mild steel bar is 40cm long. The lengths of parts of AB and BC of bar 20cm each. It is loaded…
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Q: 24. The rigid pipe BC shown is supported by a pin at C and an A- 36 guy wire AB (E = 200 GPa). The…
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Q: A compound bar has a given assembly with P1 on point B and P2 on point D. Modulus of Elasticity for…
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Q: The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and…
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Q: y 960 mm? AT = -25°C 80 GPa 165 kN 15.7 x10-6/°C (1) 1920 mm? (2) A %3D B E2 160 GPa %3D 19.7…
A: Find the force in each bar and stress in each bar and deflection of point B Given data:- A1=960mm^2…
Q: The cylindrical bar composed of two parts (AB and BC) is fixed at ends A and C. The two parts are…
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Q: Ifthe gap between Cand the rigid wall at D is initially 0.13 mm as shown in Figure 1 and the…
A: Here, l1 = 650 mmd1 = 50 mmA1 = π4 d12 = 1963.5 mm2l2 = 610 mmd2 = 25 mmA2 = π4d22 = 490.9 mm2E =…
Q: Two members AB and AC are made of material with E= 138 Gpa and each member has cross sectional area…
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Q: Q2/ The rigid bar ABCD is supported by a pin at B and restrained by identical steel bars at C and D,…
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Q: The rigid bar ABCD is supported by a pin at B and restrained by identical steel bars at C and D,…
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Q: A rigid bar AB, pinned at end A, is supported by a rod CD and loaded by a force 77 kN at end B. The…
A: GIven Givenrigid bar AB, pinned at end A,P=77kN at end Bl=3b=3mfor rod L=1mE=210×103 N/mm2d=16mm
Q: 2.19 The rigid bar ABC is supported by a pin at A and a steel rod at B. Determine the largest…
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Q: 2.18 The rigid bar AB is supported by two rods made of the same material. If the bar is horizontal…
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Q: The rod BD is made of material with G1= 137 GPa has a diameter 42 mm is bonded to the tube CA at…
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Q: The bar ABCD has rigid supports and consists of three prismatic solid segments, as shown. The end…
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Q: Question 1: The load is supported by the four 304 stainless stell wires that are connected to the…
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Q: Assuming that the load P = 120 KN is carried equally by the four rivets in the figure showing the…
A: Solution: a) Shear force in each rivet=P4=1204=30kN Since the rivets are in double shear, the shear…
Q: The rigid link is supported by a pin at A and two A-36 steel wires, each having an unstretched…
A: Draw the F.B.D of the frame.
Q: QUESTION 1: he link CE (Diameter D=12mm) and DF (Diameter D=10 mm) are onnected to rigid link ABCD…
A: The is in equilibrium hence moment due to all forces is zero. ∑MB=0 after moment balance we get…
Q: The homogenous bar ABCD shown in the figure is supported by a cable that runs from A to B around the…
A: Draw free-body diagram of the given bar. Apply force equilibrium in horizontal direction.…
Q: The homogeneous bar ABCD shown in Fig. 2 is supported by a cable that runs from A to B around the…
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Q: The truss is subjected to the system of forces as shown in the following figure. The truss is…
A: Equilibrium is a state of a body at which there is no disturbance in a system neither inside nor…
Q: 1.4 Axial loads are applied to the compound rod that is composed of an aluminum segment rigidly…
A: To determine the stress in each segment.
Q: 1. Consider a deformable homogenous siender rod of constant area along its length. It is axially…
A: According to st. Venant's theory, maximum normal strain in actual case crosses maximum normal strain…
Q: force P
A: Here We have to determine the force P which must be applied to the cylinder.
Q: A rod is hanging vertically, supports a load of 2000N. Assume the weight of the wire is 1000N,…
A: Given data: P=2000 NF=1000 Nσmax=140 MPa Need to determine the required diameter of the rod.
Q: The uniform 300-lb bar AB carries a 500-lb vertical force at A. The bar is supported by a pin at B…
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Q: The rod BD is made of materia with G1= 124 GPa has a diameter 34 mm is bonded to the tube CA at…
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Q: Question 2: A steel pipe is attached to rigid supports. It supports axial loads of P1=35 kN and…
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Q: Axial loads are applied with rigid bearing plates to the solid cylindrical rods shown. If F₁ = 30…
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Q: The steel member shown below has a diameter of 60 mm , modulus of elasticity of E = 200 GPa , and is…
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Q: 2.19 The rigid bar ABC is supported by a pin at A and a steel rod at B. Determine the largest…
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Q: Q2. A rigid bar AB is supported by a hinge at A and by a steel wire Tas shown. With no load applied…
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Q: The rod BD is made of material with G1= 135 GPa has a diameter 16 mm is bonded to the tube CA at…
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Q: 1. Three vertical rods AB, CD, and EF supports a load of 36 kN. Each of the rods AB and CD has a 200…
A: When an external force is applied to any body the body gets deformed. This deformation is resisted…
Q: 1.3 Determine the force P necessary for the equilibrium of a steel bar shown in Fig. 1.69. The…
A: Given Data: Diameter of the first bar, d1=30 mm Diameter of the middle bar, d2=25 mm
Q: The rod BD is made of material with G1= 135 GPa has a diameter 16 mm is bonded to the tube CA at…
A: Given data Diameter of rod BD = 16 mm Outer diameter of rod CA = 37 mm Thickness (t) = 7 mm
Q: I. A steel rod is acted upon by the loading shown below. 50 mm2 is the area of the circular rod. The…
A: Consider the Free body diagram: Force in segment AB, PAB=2 KNForce in segment BC, PBC=2+4 =6…
Q: Two members AB and AC are made of material with E- 77 Gpa and each member has cross sectional area…
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Q: The solid cylinders AB and BC are bonded together at B. They are attached to the fixed supports at A…
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- A slightly tapered bar AB of solid circular crass section and length L is supported at end B and subjected to a tensile load P at the free end A. The diameters of the bar at ends A and B are dAand dB. respectively. Determine the length of the bar if the elongation of the bar due to the load P = 45 kips is 0.02 in. Assume that E = 10,400 ksi.A long re Lai nine: wall is braced by wood shores set at an angle of 30° and supported by concrete thrust blocks, as shown in the first part of the figure. The shores are evenly spaced at 3 m apart. For analysis purposes, the wall and shores are idealized as shown in the second part of the figure. Note that the base of the wall and both ends of the shores are assumed to be pinned. The pressure of the soil against the wall is assumed to be triangularly distributed, and the resultant force acting on a 3-meter length of the walls is F = 190 kN. If each shore has a 150 mm X 150 mm square cross section, what is the compressive stress.15 A hitch-mounted bicycle rack is designed to carry up to four 30-lb bikes mounted on and strapped to two arms Gil (sec bike loads in the figure part a) The rack is attached to the vehicle at A and is assumed to be like a cant silkier beam A BCDGII (figure part b) The light of fixed segment AB is U = 10 lb. centered 9 in. from A (see figure part b) and the rest of the rack highs W2 = 40 lb. centered 19 in. from A. Segment ABCDG is a steel tube o(2 X 2 in. with a thickness I = 118 in. Segment BCDGII pivots about a bolt at B with a diameter d1 = 0.25 in. to allow access to the rear of the vehicle without removing the hitch rack. When in use, the rack is secured in an upright posit ion by a pin C(diameter o( pin d, = 5116 in.) (see phoo and figure part C). The of returning effect of the bikes on the rack is resisted by a force couple F h at BC. (a) Find the support reactions at A for the fully loaded rack. (b) Find forces in the bolt at B and the pin at C. (c) Find average shear stresses in both the bolt at Band the pin at C. (d) Find average bearing stresses o, in the bolt at B and the pin at C.
- Two members AB and AC are made of material with E= 138 Gpa and each member has cross sectional area of A= 346 mm2. The members are used to support bar BC. If P=1917 N, L1= 242 mm , L2= 373 mm and L3= 459 mm . Answer the following questions. The tension in member AB? The tension in member CD? The elongation in member AB? The elongation in member CD? Vertical displacement of point E?The cylindrical bar composed of two parts (AB and BC) is fixed at ends A and C. The two parts are made of different materials with different cross-sections. An external load ? =28 kN is applied at point B. The cross-sectional area of AB and BC part is 0.9 cm2and 0.3 cm2, respectively. The modulus of elasticity of the AB and BC part is 40 GPa and 200 GPa, respectively. Determine the force reactions at ends A and C.A light ridig member AB is pinned at A and is further supported by light elastic rods CD and GF, member AB supports a 5000lb load at B the elastic modulus for the two elastic rods CD and GF is given as E= 30x106 psi and the cross-sectional area for each of these rods is 1 in2. what are the forces in the two supporting elastic rods as a results of the loading?
- The brass tube AB (E = 105 GPa) has a cross-sectional areaof 138 mm² and is fitted with a plug at A. The tube is attached atB to a rigid plate that is itself attached at C to the bottom of analuminum cylinder (E = 70 GPa) with a cross-sectional areaof 250 mm². The cylinder is then hung from a support at D. In orderto close the cylinder, the plug must move down through 1.2 mm. Determine the force P that must be applied to the cylinder.A rigid bar AB, pinned at end A, is supported by a rod CD and loaded by a force 77 kN at end B. The supporting rod is made of steel having modulus of elasticity (E = 210 x 103 N/mm2). The supporting rod has length 1.0m and has a circular cross-section with diameter (d = 16mm). The bar AB has length (3b = 3.0m). Determine the tension (T) in the supporting rod in kN. and alsoA stepped circular bar having diameter 20 mm, 15 mm and 10 mm over axial lengths of 100 mm, 80 mm and 60 mm, respectively, is subjected to an axial tensile force of 5 kN.If E = 100×103 N/mm2and Poisson’s ratio v = 1/m = 0.32 for the material of the bar, determine a) Total change in length.b) Change in each diameter.
- just final answer A rigid component ABC is supported by a pin-connected member (1). The member has a rectangular cross-section with dimensions of 54 mm and 48 mm. The elasticity modulus of the material is 169 GPa. If L1=2421 mm, L2=1226 mm, L3=2272 mm, and L4=2072 mm; Determine the maximum normal stress (MPa) in member (1) without buckling.a b c d F 5 m 1.5 m 2.1 m 2.4 m 26 kN The structure above is subjected to a load at point C. Using the table below, determine the forces acting at the support pins and at pin B on member ABC. Forces: (Denote tension forces with positive values; compressive forces with negative values.) FAX = ? FAY = ?bar AB, bar AC, and cable AD are anchored to the walls at B, C, and D, respectively so they only support axial force while supporting the vertical load W= 330 kN. what is the axial force supported by bar AB, bar AC, and cable AD. See attached diagram