solve the following problem with the correct answer please, please make sure to show all work so I can understand.. Determine the normal reaction at roller A and the horizontal and vertical components at pin B forequilibrium of the member. [Hint: F2 makes an inclination angle of (90°-0) with the horizontal]Units Used:kN:= 1000NGiven:F₁ = 10kNF2 = 6kNa = 0.6mb = 0.6mc = 0.8md = 0.4m0=60degF₁B

To determine the normal reaction at roller A and the horizontal and vertical components at pin B for…

Answered: Determine the normal reaction at roller…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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022 Plate 3-Method of Consistent Deformation Determine the force in member CD of the truss shown in the figure. Circled values are areas in square inches. E is constant. FEU ALASANC FEU DEIMAN What is the horizontal Reaction at A? [Select] What is the Verticall Reaction at A? [Select] What is the Vertical Reaction at B? [Select] What is the horizontal Reaction at C? [Select] O II W -10 ft- B D 30 k (2) Wo -15 ft S 0 C 20 ft C Technology Driven by Innovation 208C Light rain
The aluminum rod AB (G=27 ???) is bonded to the brass rod BD (? =39 ???). Portion CD of the brass rod is hollow and has an inner diameter of 40 mm. Determine (a) the angle of twist at B. (b) the angle of twist in A
Refer to the figure below and using the following:F1= 8 kNF2 = 10 kNa = 2 mb = 2 mWhat gives the axial force for members DE, BC, EF, GCWhat gives the reaction at the pin support?
The pin-connected structure consists of a rigid bar ABCD and two axial members. Bar (1) is bronze [E = 116 GPa] with a cross-sectional area of A₁ = 550 mm². Bar (2) is an aluminum alloy [E = 71 GPa] with a cross-sectional area of A₂ = 290 mm². A concentrated load of P = 62 kN acts on the structure at D. Assume L₁=800 mm., L2=560 mm., a-590 mm., b=430 mm., and c=1160 mm. Determine: (a) the normal stresses 01, 02 in both bars (1) and (2). (b) the downward deflection vp of point D on the rigid bar. a b Answers: (a) σ₁ = (b) VD = i (1) L₁ L2 (2) A B MPa, 0₂ = mm. D MPa
Problem # 4. A 12-mm-diameter steel E 200 GPa] rod (2) is connected to a 30mm wide by 8 mm thick rectangular aluminum [E 70 GPa] bar (1), as shown. required to Determine the force P stretch the assembly 10.0 mm. Ans: = A (1) 0.45 m B (2) 1.30 m - C
NEED ASAP. SOLVE CORRECTLY AND PROVIDE DETAILED SOLUTIONS. ALSO PROVIDE THE FBD PLEASE
The pin-connected structure consists of a rigid bar ABCD and two axial members. Bar (1) is bronze [E = 94 GPa] with a cross-sectional area of A1 = 510 mm?. Bar (2) is an aluminum alloy [E = 74 GPa] with a cross-sectional area of A2 = 380 mm?. A concentrated load of P = 89 kN acts on the structure at D. Assume L1=770 mm., L2=620 mm., a=690 mm., b=350 mm., and c=1220 mm. Determine: (a) the normal stresses 01, 02 in both bars (1) and (2). (b) the downward deflection vp of point D on the rigid bar.
The pin-connected structure consists of a rigid bar ABCD and two axial members. Bar (1) is bronze [E = 92 GPa] with a cross-sectional area of A₁ = 680 mm². Bar (2) is an aluminum alloy [E = 74 GPa] with a cross-sectional area of A₂ = 350 mm². A concentrated load of P = 56 kN acts on the structure at D. Assume L₁=900 mm., L2=600 mm., a=580 mm., b=310 mm., and c=1160 mm. Determine: (a) the normal stresses 01, 02 in both bars (1) and (2). (b) the downward deflection vp of point D on the rigid bar. b Answers: (a) o₁ = (b) VD= i i L₁ L2 (2) B C MPa, 0₂ = mm. i D MPa
The pin-connected structure consists of a rigid bar ABCD and two axial members. Bar (1) is bronze [E = 110 GPa] with a cross-sectional area of A1 = 520 mm?. Bar (2) is an aluminum alloy [E = 67 GPa] with a cross-sectional area of A2 = 280 mm?. A concentrated load of P = 88 kN acts on the structure at D. Assume L1=800 mm., L2=390 mm., a=510 mm., b=300 mm., and c= 1130 mm. Determine: (a) the normal stresses 01, 02 in both bars (1) and (2). (b) the downward deflection vo of point D on the rigid bar.
TRUSSES: Find the stresses of the given.
THIS IS ABOUT STRENTH OF MATERIALS
Determine the vertical displecent of joint B. The members are pn connected at their end points. aA= 200 mm2 . E=200 GPA a Method of irtual nork 12 kN 4 m 4 m A В 4 m D E

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Determine the normal reaction at roller A and the horizontal and vertical components at pin B for equilibrium of the member. [Hint: F2 makes an inclination angle of (90°-0) with the horizontal] Units Used: kN:= 1000N Given: F₁ = 10kN F2 = 6kN a = 0.6m b = 0.6m c = 0.8m d = 0.4m 0=60deg F₁ B