Link AB is to be made of a steel for which the ultimate normal stress is 450 MPa. Determine the cross-sectional area of AB for which the factor of safety will be 3.50. Assume that the link will be adequately reinforced around the pins at A and B.

Link AB is to be made of a steel for which the ultimate normal stress is 450 MPa. Determine the cross-sectional area of AB for which the factor of safety will be 3.50. Assume that the link will be adequately reinforced around the pins at A and B.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: QUESTION 3 The assembly consists of three steel rods and a horizontal bar BED. The structure…

A: Given P=36kN Area of EF = 625 mm^2 And AB,DC = 200mm^2 E = 200GPa Since the member BED is…

Q: Determine the specific gravity of the following materials: gold (p=19,350 kg/m³), platinum (p=…

A: Specific gravity=Density of the materialDensity of water Density of water=1000kg/m3

Q: The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an…

Q: Given is a truss structure: Where: • Working shear stress for the rivets is 70 MPa • Working bearing…

A: Calculating the reaction of truss: ∑Fx=0HA=0∑MF=0-50×7-30×3+VA(11)=0VA=40 KN∑Fy=0Vf=40 KN

Q: A composite beam made of steel and bronze has the cross section shown. The cross-sectional…

A: To find magnitude to bending moment

Q: A rigid bar AB is hinged at A and is supported by a rod CD at C. The rod is pin connected at D, as…

A: The given data is as follows: E=200 GPaAllowable stress in rod CD=124 MPa

Q: A Sandwich block is comprised of brass in the centre with two aluminium plates attached to either…

Q: eformation sustained by members CG, AF, 12 kips

A: Given:- 8 kips,12kips To find:- deformation sustained by members CG,AF,FG

Q: CLO 2: It is the combined stress at the top fiber of a beam subjected to axial compression and…

Q: Problem 3: For the following assembly: a) Find all the internal reactions at the a-a cross-section.…

A: Given:- The magnitude of the load applied = 1500 N and 1000 N The radius of the a-a pipe section =…

Q: 3. A steel baris l0mm diamelex and am lo It is stretched with a force of 20kN and exteads by 0-2mm-…

Q: 2. The following the truss figure, came from your Module 1. Page 9. 3 m H H C G 30 kN 70 kN 4 panels…

Q: Bar FA in the pin-connected structure below is to be considered rigid and is horizontal before loads…

A: Given that : Properties of member BC : E = 75 GPa Cross sectional area = 1000 mm2 Properties of…

Q: the seven bolts connection in the figure below, the diameter of the bolt is D= 1 in, the width of…

Q: The 200-mm square aluminum block supports a compressive load of 300 kN. What is the normal stress…

A: The given data is as follows: Size of square block=200 mmCompressive load=300 kN

Q: answer asap

Q: The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an…

A: Young's modulus of aluminum alloy, Cross sectional area of aluminum alloy, Young's modulus of bronze…

Q: The three suspender bars AD, BE, and CF are made of the same material (E = 70 GPa) and have equal…

A: Given Data Three suspender bars are givenCross-sectional area A=450 mm2Young's modulus E=70 GPaTwo…

Q: 3. The rigid bar weighs 5 kN/m, is supported as shown. The assembly is initially stress-free. Find…

Q: The rigid bar AB, attached to two vertical rods as shown in Fig. is horizontalbefore the load P is…

A: Given data Steel and bronze bar Area Youngs modulus Length Stresses To find out Maximum value of P

Q: 20 2okN Hinge A C Find the max nagative bonding momen nt at A due to Moving load.

Q: A W18x40 standard steel shape is used to support the loads shown on the beam. Assume P= 26 kips, w =…

Q: Prob. 3.4-6. A magnesium-alloy rod (E = 6.5 x 10 ksi) o × 11 15 x diameter d. 1 in. is encased by a…

Q: 02. The member consists of the steel rod AB that is screwed into the end of the bronze rod BC. Find…

A: Apply deflection condition i.e PL/AE. Where P is load

Q: s to be made of steel having an ultimate shearing stress of 400 MPa, determine: (a.)The diameter of…

Q: A brass sleeve S is fitted over a steel bolt B, and the nut is tightened until it is just snug. The…

Q: QI: Complete the missing words (a) Steel sections come in two grades and (b) . .sections made by…

Q: The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an…

Q: In the assembly of the bronze tube and steel bolt, the pitch of the threads is = 1/32 in.; the…

Q: I diametér ssive load Pacting wi e stresses at one of t

Q: 2- The Tensile stress of AISI 1035 Cold-dra (a) 550 MPa. (b) 500 MPa. (c) 450 MPa.

A: AISI stands for American Iron and Steel Institute- AISI 1035 is a water resistance carbon steel.…

Q: The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an…

Q: 2) A solid rod with the given dimension shown in Fig. Axial loads are applied at the positions…

Q: The bending stress in a beam is section modulus. O(A) Inversely proportional to two times O(B)…

A: Bending stress equation : Bending stress =σMoment of inertia =IBending Moment =MVertical distance…

Q: a) the single uniformly distributed load (in kips) in the x-direction that would produc me…

A: Step: 1 Uniformly distributed load: - It is a type of force which is distributed on object…

Q: The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an…

Q: 'd think that the bending stress of B is the result given in D and viceversa. Why is that not the…

A: It's a case of bending moment acting in two direction of section that is bending is moment is acting…

Q: The aluminum rod AB (Gaj = 27 GPa) is bonded to the brass rod BD (Gpr = 39 GPa). The portion CD of…

Q: The horizontal bar ABC is supported by a pin at A and two rods with identical cross- sectional…

Q: 'bo Part A If it is made from a plate that has a constant width bo, determine the absolute maximum…

A: Calculate the maximum bending moment in the beam.

Q: Problem 1 An axial force of P is applied to the center of the rigid end plate shown below. If the…

Q: The rigid bar ABCD supports point loads at A and D and is being supported by two bars at B and C.…

Question

Factor of salety.
1.41 Link AB is to be made of a steel for which the ultimate normal
stress is 450 MPa. Determine the cross-sectional area of AB for
which the factor of safety will be 3.50. Assume that the link will
be adequately reinforced around the pins at A and B.
154
A
35°
Fig. P1.41
0.4 m
9780077418892.pdf - mechanic ...
19
8 kN/m
C
20 kN
0,4 m
04 m
OF
(Answered: The Link AB must be...

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Compound axial member ABC has a uniform diameter of d = 1.25 in. • Segment (1) is an aluminum [E1 = 10000 ksi] alloy. The length of segment (1) is L1 = 100 in. • Segment (2) is a copper [E2 = 17000 ksi] alloy. The length of segment (2) is L2 = 140 in. When axial force Pis applied, a strain gage attached to copper segment (2) measures a normal strain of ɛ2 = 2300 uin./in. in the longitudinal direction. What is the total elongation of member ABC? L2 (1) Aluminum B (2) Copper Answer: in, AL = i
3) The rigid link is supported by steel wire (1) with an unstretched length of 200 mm and cross-sectional area of 22.5 mm?. Member (2) is a short aluminum of initial length 50 mm and cross-sectional area of 40 mm?. The modulus of elasticity of the steel wire is 200 GPa and the aluminum block is 70 GPa. a) Draw the deflected shape of the rigid member and clearly label the deformation of members (1) and (2). b) Write the equilibrium and compatibility equations needed to solve the problem along with the supporting sketches. Hint: Be sure to carefully consider if the members are elongating or shortening; this must be represented mathematically. c) Calculate the internal forces in both axial members and clearly indicate tension or compression. [Ans. to Check: F2 = 535 N]
The composite beam is made of steel (A) bonded to brass (B) and has the cross section shown. It is subjected to a moment of M = 6.3 kN?m .Ebr = 100 GPa, Est = 200 GPa A: Determine the maximum bending stress in the brass. B:Determine the maximum bending stress in the steel. C: Determine the stress in the brass at the seam where the brass and steel are bonded together. D:Determine the stress in the steel at the seam where the brass and steel are bonded together. B M 175 mm 150 mm 200 mm
O Compute the maximum value of P that will not exceed a stress of bronze of 100 MPa. Bronze A=450 mm2 A=600 mm Aluminum Steel A=300 mm 2 Compute the max. value of P that will not exceed a stress of E-83 GPa E=70 GPs E=200 GPa aluminum of 90 MPa. 600 mm 1,000 mm 800 mm 3Compute the maximum value of P that will not exceed a stress of steel (3) of 140 MPa.