Please show your solutions.. (A) 33.66 kNB) 2.66 kNc 13.66 kN(D 23.66 kNE) 43.66 kNF 3.66 kNG 18.66 kNH) 6.66 kN For the figure shown below, compute the normal force in section 1. Neglect the weights of the member. Note that point B is pin-connected.50KNB5mAf5m5m

Answered: Image /qna-images/answer/1c78c19a-97d8-4cb6-9a37-3c032d2e8b3a.jpg

Answered: For the figure shown below, compute the…

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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An assembly of bars are designed in Figure 1. The assembly is made of structural A-36 steel where bar AB and BC has a drameter of 50 mm. ASTM and 25 mm The respectively. determine дар between C and the rigid wall at D is initially 0-15 mm, the support reaction at A and D when the force P= 292 kN is applied at B 600mm 450mm 292- A B D
The steel is supported by the steel tie rod in AB beam B. Steel connection tension rod is placed 2 meters to the left of B and C sliding bracket is placed and P is loaded between AC It is. By ignoring the weights of beams and connecting rods, they can be determine the largest P load it can carry. The diameter of the BD rod is 16 mm. E = 200GPa I = 150x106mm4
G5 // The bar AB is considered to be absolutely rigid and is horizontal before the load of 10000N is applied. The connection at C is a pin, and AB is supported by the bronze rod EA and the steel rod FB. The length of EA is 1.5m and FB is 2.5m. Neglect any possibility of lateral buckling and the weights of all bars „Calculate the stresses in each rod. For bronze E=100 GPa, A=60 mm? for steel E=200 GPa, A= 25 mm? F Steel L=2.5m B. 3m 2m- Bronze L=1.5m 10000N
Rigid bar ABC shown in the figure is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 5 mm, and it is supported by double-shear pin connections at B and D. The pin at bracket A is a single-shear connection. All pins are 6 mm in diameter. Assume a = 600 mm, b = 250 mm, h = 425 mm, P = 900 N, and θ = 55°. Determine the the shear stress in pin B. Express your answer in MPa rounded to the nearest hundredths.
Rigid bar ABC shown in the figure is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 5 mm, and it is supported by double-shear pin connections at B and D. The pin at bracket A is a single-shear connection. All pins are 6 mm in diameter. Assume a = 600 mm, b = 250 mm, h = 425 mm, P = 900 N, and θ = 55°. Determine the the shear stress in pin B.a) the normal stress in rodb) the shear stress in pin B.c) the shear stress in pin A.
See the diagram. Point A is a fixed connection. a) determine the normal force the pin at C exerts on the smooth slot. b) determine the components of the force at pin B. c) determine the components of the force at A. d) determine the external moment at A. Match the answer. 4 ft 50 I6 34 12 1 hormal force N = 296 62 68 328 S extermalUDment MAH 336 6. Notan answer 38 20
The truss is loaded as shown. 3.2 kN A В 3.0 m 3.2 kN 1.6 kN D 3.0 m E F 3.0 m 3.0 m Analyze it using the method of joints to find all member forces and reactions in kilonewtons. (Assume that the +x-axis is to the right and the +y-axis is up along the page. F, AB magnitude kN sense tension magnitude kN sense tension F, AD magnitude kN sense compression BF magnitude kN sense compression magnitude kN sense The magnitude is zero. V FCE magnitude kN sense tension FDE magnitude kN sense The magnitude is zero. FDF magnitude kN sense compression EF magnitude kN sense compression Ex magnitude kN direction Ey magnitude kN direction y magnitude kN direction
Rigid bar ABC shown in the figure is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 5 mm, and it is supported by double-shear pin connections at B and D. The pin at bracket A is a single-shear connection. All pins are 6 mm in diameter. Assume a = 600 mm, b = 250 mm, h = 425 mm, P = 900 N, and θ = 55°. Determine the the normal stress in rod (1). Express your answer in MPa rounded to the nearest hundredths.
Rigid bar ABC shown in the figure is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 6 mm, and it is supported by double-shear pin connections at B and D. The pin at bracket A is a single-shear connection. All pins are 7 mm in diameter. Assume a = 500 mm, b=250 mm, h = 400 mm, P = 950 N. and 9 = 55°. Determine the following: (a) the normal stress in rod (1) (b) the shear stress in pin B (c) the shear stress in pin A D (a) Orod = (b) Tpin B = (c) Tpin A = (1) a i i B b MPa MPa MPa
Please answer this problem instead of the one stated in the pic. Determine the force in members ED and BC.
Rigid bar ABC shown in the figure is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 6 mm, and it is supported by double-shear pin connections at B and D. The pin at bracket A is a single-shear connection. All pins are 9 mm in diameter. Assume a = 550 mm, b = 300 mm, h = 450 mm, P = 900 N, and 0 = 60°. Determine the following: (a) the normal stress in rod (1) (b) the shear stress in pin B (c) the shear stress in pin A D Answers: (a) Orod = (b) Tpin B = (c) Tpin A = (1) tel tel a i i B MPa MPa MPa
12 - In the plane truss system, the loading status of which is evident in the figure, the support reactions and all rod forces will be found. A is the fixed joint and B is the sliding joint. Single upload P = 35 kN, dimensions a = 1 m and bar numbers are given. Based on this, which of the following is true? A) The S2 bar is the draw bar.B) NoneC) S3 and S4 bar are pressure bars.D) S1 and S2 bars are pressure bars.E) The S4 bar is the draw bar.

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For the figure shown below, compute the normal force in section 1. Neglect the weights of the member. Note that point B is pin- connected. 50KN B 5m Af 5m 5m