QA4- KINETICS: TRANSLATION USING NEWTON'S SECOND LAWA fairground ride consists of a vertical rotating cylinder within which the public are held against thevertical wall by centrifugal action (see figure QA4 below). Draw a free-body diagram for a passengerheld against the wall. Write the appropriate equations of either motion or equilibrium in the verticaland horizontal directions. If the coefficient of friction between the wall and a passenger is u,determine an expression for the minimum angular velocity of the cylinder which will prevent a* passenger from sliding down the wall.Hint: Do not use D'Alembert's method - in other words, only show the real forces acting on thepassenger (i.e. due to gravity or physical contact). When the passenger is on the brink of slidingdown, the friction force will be uN. QB4 BENDING STRESSThe beam is loaded by one couple at each of its ends, the beam cross-section shown below(Figure QB4). Determine:a) The position of the horizontal neutral axis.b) The second moment of area of the section about the horizontal neutral axis.c) The values of the maximum tensile stress and the maximum compressive stress in thebeam if it supports a maximum bending moment of 1200x10 N.mm and the base face isin tension.150mm50mm250mm+50mmI50mm150mmFig QB4

Answered: Image /qna-images/answer/2baf8798-c575-4b1f-9ebe-0779dfcb10e0.jpg

The beam is loaded by one couple at each of its ends, the beam cross-section shown below (Figure QB4). Determine: a) The position of the horizontal neutral axis. b) The second moment of area of the section about the horizontal neutral axis. c) The values of the maximum tensile stress and the maximum compressive stress in the beam if it supports a maximum bending moment of 1200×10°N.mm and the base face is in tension. 150mm 50mm 250mm 50mm I 50mm

The beam is loaded by one couple at each of its ends, the beam cross-section shown below (Figure QB4). Determine: a) The position of the horizontal neutral axis. b) The second moment of area of the section about the horizontal neutral axis. c) The values of the maximum tensile stress and the maximum compressive stress in the beam if it supports a maximum bending moment of 1200×10°N.mm and the base face is in tension. 150mm 50mm 250mm 50mm I 50mm

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: Consider the beam below. If the beam is subject to a 20kN internal shear force, determine the…

A: shear force , V= 20 KN thickness of all pieces= 30 mm

Q: The prismatic bar has a solid circular cross section with 2-in. radius. Determine the average normal…

A: Given data : Radius (r)=2

Q: A 116.79 kips (B 172.79 kips 92.79 kips A 119.38 kips B 40 kips 1.5" V 40 kips C From the figure,…

A: dia of rod AB=2''allowable stress in rod AB=55ksi

Q: Q1) Three bars AB, CD and ED are used to support ACE beam. The three bares have modulus of…

A: Draw the free body diagram. Equilibrium of vertical forces,…

Q: The solid aluminum shaft has a diameter of 50 mm and an allowable shear stress of Tallow =60 MPa.…

Q: The 20-mm diameter shaft is subjected to torques as shown. The shaft is made of steel with the…

Q: --29. The rectangular plate is deformed into the shape shown by the dashed li verage normal strain…

Q: A B C 80 kN 2 m 50 kN D E F -1m--1 m--1 m--1 m-|

Q: *1-32. Determine the largest intensity w of the uniform can be applied to the frame without causing…

Q: As shown in the figure, aluminum, E= 70GPa links (1) and (2) support rigid beam ABC. Link (1) has a…

Q: a. The beam weighs 3600N. Draw the V and M diagram. b. Assume we do not know the weight of the beam…

A: 1-If Beam weighs 3600 N then drawing of SFD and BMD 2- if Beam Weighs is not know then finding of…

Q: 3. Determine the required diameter of the pins at A and B to the nearest 1mm if the allowable shear…

Q: Two forces P1 and P2 are applied as shown to the end of a bar welded to a cylindrical member having…

A: Given data: Radius = 20 mm So, Diameter, D = 40 mm To determine the normal stresses at point K, we…

Q: beam. (1) Determine the normal stress developed in the transverse cross-section (n-n) passing…

Q: A solid 5/8-in. steel [E = 29,000 ksi] rod (1) supports beam AB, as shown in Figure. If the stress…

A: Given : steel dia = 5/8 in E = 29000 ksi Allowable stress in rod = 30 ksi max. allowable deformation…

Q: 2. The lengths LAB = LBC = 20o mm and LCD = 240 mm. The diameter of parts AB and CD of the bar is 25…

Concept explainers

Pressure and Stress

Question

QA4- KINETICS: TRANSLATION USING NEWTON'S SECOND LAW
A fairground ride consists of a vertical rotating cylinder within which the public are held against the
vertical wall by centrifugal action (see figure QA4 below). Draw a free-body diagram for a passenger
held against the wall. Write the appropriate equations of either motion or equilibrium in the vertical
and horizontal directions. If the coefficient of friction between the wall and a passenger is u,
determine an expression for the minimum angular velocity of the cylinder which will prevent a
* passenger from sliding down the wall.
Hint: Do not use D'Alembert's method - in other words, only show the real forces acting on the
passenger (i.e. due to gravity or physical contact). When the passenger is on the brink of sliding
down, the friction force will be uN.

QB4 BENDING STRESS
The beam is loaded by one couple at each of its ends, the beam cross-section shown below
(Figure QB4). Determine:
a) The position of the horizontal neutral axis.
b) The second moment of area of the section about the horizontal neutral axis.
c) The values of the maximum tensile stress and the maximum compressive stress in the
beam if it supports a maximum bending moment of 1200x10 N.mm and the base face is
in tension.
150mm
50mm
250mm
+50mm
I
50mm
150mm
Fig QB4

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

VIEW

Step 2

VIEW

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

An element in plane stress is subjected to stresses o, o „, and 7 y (see figure). Using Mohr's circle, determine (a) the principal stresses and (b) the maximum shear stresses and asso- ciated normal stresses. Show all results on sketches of properly oriented elements. G20 MPа, а -23.4 MРа, т,у -9.6 MPа Try
The question is
SOM-civil
BY THE WAY P=66 KN
1. For the W 21x 62 steel beam below determine the actual value of om in the beam and the maximum value of the principal stress omax at the junction of the flange and the web. 20 kips 20 kips A B 10 ft 2 kips/ft 30 ft- C 10 ft D
P A B 1m E 1m 2m The simply supported beam shown has a solid rectangular cross section having beam width of 130mm and a height of 200mm. Assuming values of P = 25KN, w = 30 kN/m, and E = 5m, determine: 1) The max tensile bending stress in MPa (enter this value into D2L answer box, in MPa). Exactly where does this occur along the beam? (4 sigs) 2) The max shear stress in MPa. Exactly where does this occur along the beam? ( 4 sigs) Your Answer:
Consider the beam below. If the beam is subject to a 20kN internal shear force, determine the maximum shear stress (in MPa) in the beam. The thickness of all pieces is 30mm.
Part 2,3,4
8-47. Determine the state of stress at point A, and show the results on a differential volume element located at this point. 100 KN 200 mm 10 kN 200 mm 20 kN 30 mm Probs. 8-47 B X
2.0 in 3.0 in. The tubular torsional shaft shown above is made ofa stainless steel metal with the following properties: E = 28500 ksi • G= 11000 ksi • v = 0.37 If the pipe cross-section is subjected to an internal torque of T 50 kip-in, which of the following is closest to the minimum shear stress action on the cross-section? 3.92 ksi 1.57 ksi 7.84 ksi
The wide-flange pinned-end column shown in the figure carries two loads, a force acting at the centroid P₁ = 450kN and a force P₂ = 270kN acting at distance s = 100 mm, from the centroid. The column is an HE 240B shape with L = 4.2m, E = 200 GPa, and Oy = 290 MPa. (a) What is the maximum compressive stress in the column?
If the maximum bending stress at section a–a is not allowed to exceed an allowable stress of 220 MPa, determine the maximum allowable force P that can be applied to the end E.