The block of mass m1 = m0 is attached to a spring ofelastic constant k = (m0g)/H and natural lengthnegligible. In addition, it is connected by an ideal stringto another mass m2 = 2m0. The friction in the systemis negligible. If the system is released from rest when x= 0. Determine: a) The speed of the blocks when x = H. b) The maximum displacement reaches by block m1. HwwwXm₁m2

Answered: Image /qna-images/answer/c1b49ea5-6739-46af-9187-ae9880143d7f.jpg

Answered: The block of mass m1 = m0 is attached…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

all the cyclinder are 600mm-diameter and their weights are 800 N each.
To use the equations of equilibrium to analyze a system containing a wedge and to determine the necessary applied force to introduce motion into the system. The crate shown is held against wedge B by a spring. The spring is 96.0% of its original uncompressed length l= 3.00 m, and the spring constant is given as k = 1750 N/m. The coefficient of static friction at all contacting surfaces is ls = 0.150. The mass of the crate is m = 23.0 kg . The angle is 0 = 13.0°. Neglect the mass of the wedge. Assume the crate only moves in the y direction and that wedge A cannot move. (Figure 1) Figure 1 of 1 В
Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation which contains that force as the only unknown. The forces are positive if in tension, negative if in compression. 15.5 kN А 2.0 m в 2.0 m с 2.0 m 1.2 m 2.0 m 2.0 m E Answers: BC = i kN BE = i kN EF = kN
Question [1] In the figure below, the mass of the bucket is 5 kg. It is kept in equilibrium by the wires which are connected at rings B and E. You are required to: a) b) Draw the Free-Body Diagram. Determine the tension developed in wire AB. Determine the tension developed in wires EB and ED. B 30° E 30° D
The structure shown below consists of an arch AB and an elastic column BC. Joints where members meet can be treated as pin. Calculate the weight that causes the column to buckle. Determine the support reactions corresponding to the weight from the previous question.
A solid aluminum shaft 2 inches in diameter is subjected to two torques. Determine the maximum shearing stress in each segment and the angle of rotation of the free end. Use G = 4 × 106 psi.
Q6// The block show in figure bellow has a mass of 5 kg and rests at the plane. Determine the un-stretched length of the spring 0.3 m k= 200 N/m 0.4 m 45°
Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation which contains that force as the only unknown. The forces are positive if in tension, negative if in compression. 21.0 kN А 3.0 m в 3.0m 3.0 m 2.2 m 3.0 m 3.0 m E Answers: BC = i kN BE = i kN EF = i kN
Fluid flows past the two dimensional bar shown in figure. The pressures on the ends of the bar are as shown, and the average shear stress on the top and bottom of the bar is Tavg. Assume that the drag due to pressure is equal to the drag due to viscous effects, the ratio between the average shear stress and the dynamic pressure is_ Р Tave P=-0.2 2 ( + PU²) U Width =b → Tave -10h h
m = 0.19 kg k= 162 N/m Urgent,please solve quickly about these information.
Q2. A thermo gate consist of an aluminum plate AB and a magnesium plate CD, each having a width of 15.0 mm and fixed supported at their ends as shown in Figure Q2. If the gap between them is 1.5 mm when temperature is T= 25.5 °C, (a) Determine the temperature, T required to just close the gap. (b) Determine the axial force in each plate when the temperature T becomes 100°C. | Assume bending or buckling will not occur. Given Е,3 68.9 GPа, Е— 44.7 GPa. am w a = 24 (10-6)/°C,Co = 26 (10-6)/°C 10 mm 10 mm в с 600 mm 400 mm Figure Q2
A welded steel cylindrical drum made of a 10-mm plate has an internal diameter of 1.20 m & height of 4m. Compute the change in length that would be caused by an internal pressure of 1.5 MPa. Assume that Poisson's ratio is 0.30 andE = 200 GPa. * thickness, t= 10 mm 1.20 m O 0.270 mm O 0.360 mm O 0.108 mm O 0.459 mm.

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS