The tensile member shown, 60 mm x 90 mm in cross section is subjected to a load P=300 kN. The plane A-A makes an angle of 14 degrees with the horizontal axis (x-axis). a. Determine the tensile stress at section A-A. b. Determine the shear stress at section A-A.

The tensile member shown, 60 mm x 90 mm in cross section is subjected to a load P=300 kN. The plane A-A makes an angle of 14 degrees with the horizontal axis (x-axis). a. Determine the tensile stress at section A-A. b. Determine the shear stress at section A-A.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Related questions

Q: The solid axle has a diameter of 40 mm. It is subjected to a shear force of 1 1. kN along Z-axis and…

Q: Q2/ Segments AB and BC of the assembly below are made from 6061-T6 aluminum. If a couple forces P= 5…

A: ∑Mx=0Ta+Tc-3X5=0 (1) COMPATABILITY,…

Q: The sanding-drum mandrel shown in the figure is made for use with a hand drill. The mandrel is made…

A: Answer: (a) Average normal strain = 0.0833 in./in. (b) Circumfential strain = 0.0833 in./in.

Q: 1.2 A steel rod of 30 mm diameter is enclosed centrally in a hollow copper tube of external diameter…

Q: Two ropes are used to hoist a 610 Ib engine/transmission assembly as shown. The rope is anchored at…

A: Since we only answer up to 3 sub parts. We will answer first 3. Please resubmit the question and…

Q: The lap joint is fastened with four 3/4-inch diameter rivets. ➤a. If the allowable shearing stress…

Q: The rigid beam BC is supported by rods (1) and (2). The cross-sectional area of rod (1) is 10 mm2.…

Q: A 15 mm B 100 m 10 mm C

A: dia of brass rod AB = 15 mm dia of brass rod BC = 10 mm length of combined rod (AB + BC) = 100 mm…

Q: The rectangular bar has a width of w = 3.00 in. and a thickness of t = 2.00 in. The normal stress on…

A: (a) The magnitude of load P is 59.04 kips. (b) The shear stress on plane AB is 4.8 ksi. (c) The…

Q: Two solid cylindrical rods (1) and (2) are joined together at flange B and loaded as shown. If F₁ =…

A: Given:F1=21 kipsF2=33 kipsσallow=29 ksi

Q: The sanding-drum mandrel shown in the figure is made for use with a hand drill. The mandrel is made…

A: INTRODUCTION: As we know, strain is always the change in body dimension to the original body…

Q: HWs. 1. The grains of wood in the board make an angle of 20° with the horizontal as shown. Using…

A: As per given question Axial load=250N Angal=20° Width=25mm Thickness=60mm We have to draw mohr…

Q: Two vertical forces, each of magnitude P= 28 kips, are applied to a beam of the cross section shown.…

A: First, we calculate the moment of inertia of the given section: The section converted into three…

Q: Determine the state of stress at point A of the rectangular post shown loaded with concentrated…

A: Ffgg

Q: 2. Determine the maximum force P that can be exerted on each of the two pistons so that the…

A: Given: The radius of the piston is R=45 mm. The wall thickness is t=2 mm. The circumferential stress…

Q: The rectangular bar has a width of w = 3.50 in. and a thickness of t = 1.50 in. The normal stress on…

Q: Three forces, each of magnitude P = 3 kN, are applied to the structure shown. Determine the…

A: Solution.jpg

Q: Q2/ Segments AB and BC of the assembly below are made from 6061-T6 aluminum. If a couple forces P= 5…

A: given: P = 5 kip

Q: The rigid beam BC is supported by rods (1) and (2). The cross-sectional area of rod (1) is 7 mm2.…

Q: a. Normal strain and shear strain components, Ex, Ey, &z and Yxy. b. Magnitude and orientation of…

A: Given Data: v=0.3E=200 GPaε1=-75×10-6ε2=300×10-6ε3=250×10-6 To Find:

Q: Two equal and opposite couples of magnitude M = 23 kN-m are applied to the channel-shaped beam AB.…

Q: Two solid cylindrical rods (1) and (2) are joined together at flange B and loaded as shown. The…

A: givend1=18mmd2=31mm

Q: Two members of uniform cross section 65 x 95 mm are glued together along Plane a-a that forms an…

Q: The rigid beam BC is supported by rods (1) and (2). The cross-sectional area of rod (1) is 9 mm².…

Q: A composite cube with 40-mm sides and the properties shown is made with glass polymer fibers aligned…

A: Write the given data. Ex=50 GPaEy=15.2 GPaEz=15.2 GPaνxy=0.254νxz=0.254νxy=0.254νzy=0.428

Q: 1. (50 pts) A beam is fixed on one end and free on the other. It has an open circular cross-section…

A: The objective of the question is to determine the stress state at points A, B, C, D and the maximum…

Q: = A machine component is fabricated from a bent tube as shown below. One part of the tube lies along…

A: Outside diameter, d0=122 mmInside diameter, di=108 mmForce F=8.5 kNLengths,L1=258 mmL2=118 mmL3=281…

Q: B The two rods AB and AC have diameters of 10 millimeters and 8 millimeters. Determine largest…

Q: 5 in. 2. Two wooden members of uniform rectangular cross section are joined by a glued scarf splice…

Q: A vertical force P is applied at a point C located on the axis of sym-metry of the cross section of…

A: The centroid of the column , y=y1A1+y2A2A1+A2 iny=5X6X2+2X4X26X2+4X2 iny=3.8 in

Q: The steel system consists of rod CD, rod AB and a rigid bar AC. The diameter of rods CD and AB are…

A: Answer: (a) The normal stress in rod AB and CD are 78.5950 MPa and 49.7359 MPa respectively. (b) The…

Q: 8. A Human arm model as shown is lifting a Weight W. Determine the stress developed In the bicep…

A: Given data: The weight carries by the bicep at point A is WA=150 N The cross sectional area of the…

Q: Determine the combined loadings and draw them on a volume element: (a)Section A-A, Point A on the…

A: Since, this is a lengthy and complex question. It is not possible to solve both the parts in given…

Q: The strain rosette shown was used to obtain normal strain data at a point on the free surface of a…

Q: B

A: Given DataHorizontal force at end D of the lever, P=150 lbThe diameter of portion AB of the lever,…

Q: The rectangular bar has a width of w = 3.00 in. and a thickness of t = 1.50 in. The normal stress on…

A: (a) To find : The magnitude of load P. Given : The width of bar is w=3.00 in. The thickness of bar…

Q: Current Attempt in Progress The solid 1.35-in.-diameter rod is subjected to a uniform axial…

Q: 20 40 20 Dimensions in mm PROBLEM 4.1 20 M = 15 kNm Knowing that the couple shown acts in the…

A: As per our guidelines we are supposed to solve only one question if multiple questions are asked .…

Q: 3. The tensile member shown, 60 mm x 90 mm in cross section is subjected to a load P=300 kN. The…

A: Given Data: The cross-section is 60 mm×90 mm. The load is P=300 kN. The free-body diagram of the…

Q: A simple pin-connected truss is loaded and supported as shown. The truss is constructed from three…

Q: M 300 N m 16mm mm C. 40 mm-- 40 mm

Question

3. The tensile member shown, 60 mm x 90 mm in cross section is subjected to a load P=300 kN.
The plane A-A makes an angle of 14 degrees with the horizontal axis (x-axis).
a. Determine the tensile stress at section A-A.
b. Determine the shear stress at section A-A.
300 kN
A
14°
300 kN

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps

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, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Q1: determine the increase in vertical stresses at depth of Z=3.5 m under points A, B and C due to apply rectangular and ring foundations. The surface load intensity of rectangular is 250 kN/m2, while the surface load intensity of ring is 300 kN/m?.The drawing was done without scale and all dimensions in (m). R1 R2 X1 X2 B L 3 4.5 7.5 12 X1 X2 Aqs-net(2) R1 R2 Aqs-net(1) B B.
A simple pin-connected truss is loaded and supported as shown. The truss is constructed from three aluminum members, each having a cross-sectional area of A = 1060 mm². Assume a = 2.1 m, b = 6.5 m, and c = 4.1 m. If P = 55 kN and Q = 70 kN, determine the normal stress in each member. L Answers: OAB = OBC JAC i IM PH Q. a P b C MPa (C) MPa (T) MPa (T)
Please show all work!
The lap joint is fastened with four ¾-inch diameter rivets. Ø a. If the allowable shearing stress of the rivets is 14 ksi (kips per square inch), find the value of P (kips) that maybe applied to the joint. Assume that the load is equally distributed among the rivets. Ø b. if the allowable bearing stress for the plates is 18 ksi, find the value of the load P (kips) that maybe applied to the joint. Assume that the load is equally distributed among the rivets. Ø c. what is the maximum value of the load P (kips) that can be applied to the joint?
For the clevis connection shown, the shear stress in the 5/16-in.-diameter bolt must be limited to 32 ksi. Determine the maximum load P that may be applied to the connection. Clevis O 3.96 kips O 4.91 kips O 5.19 kips 3.44 kips O 6.79 kips
Q) Two steel rods (E= 206.84 Gpsi) are attached to rigid supports at A and B and connected to each other at C, All connections are smooth pins, The rod have (25.4 x25.4 mm) square cross-section, A 444.822 KN vertical force is applied at C. Determine the axial stress and the elongation of rod AC. 274.3 cm 131.9 em 274.3 cm 1444.8 KN
solve using macauleys notation
A rigid bar AB of length L = 1600 mm is hinged to a support at A and supported by two vertical wires attached at points C and D such that AC = 500mm and AD = 1200mm Both the wires have same cross sectional area of 16 mm² and made of the same material having Young's modulus of 200 GPa. The wire at C has a length of 400 mm and that at D has 800 mm. Determine the tensile stresses in the wires and downward displacement at point B of the bar when a load of 1 kN is suspended at B.
3) At room temperature (20 °C) a 0.8 mm gap exists between the ends of the rods shown. At a later time when the temperature has reached 120 °C, determine (a) the normal stress in the aluminum rod, (b) the change in length of the aluminum rod Bronze: Aluminum: Steel: Area: 1000 mm2 Area: 2000 mm2 Area: 1500 mm2 a = 18.4 x 10-6 E = 103 GPa a = 23.6x 10-6 E = 75 GPa a = 17.3 x 10-6 E = 190 GPa %3D %3D 0.8 mm 100 mm 150 mm 300 mm Bronze Al Steel
Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 8 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 5 mm in diameter. Assume a = 570 mm, b = 285 mm, h = 360 mm, and 0= 65°. If the normal stress in tie rod (1) cannot exceed 190 MPa and the shear stress in pin B cannot exceed 120 MPa, determine the maximum load Pmax that can be supported by the structure. D (1) h B a Answer: Pmax i b kN
Determine the maximum compressive stress in the bracket at section a–a when the load P = 52 kN is applied at x = 300 mm.
Two solid cylindrical rods (1) and (2) are joined together at flange B and loaded as shown. If F₁ = 13 kips, F₂ = 34 kips, and the normal stress in each rod must be limited to 22 ksi, determine the minimum diameter d₁ required for rod (1). A (2) d₁ F₂ B C O 1.087 in. O 0.823 in. O 0.541 in. O 0.867 in. O 1.003 in. d₂