You place a point force at the tip of the beam in the +Y-direction and displace the cantilever tip by 2 microns. At time t=0, you remove the force from the beam. a. What is the displacement at the beam tip as a function of time? Make sure to solve for all of the constants and write a final equation allowing one to plug in a time and get out the tip displacement. b. What is the displacement at the following times, t=0, t=», t=1.868 microseconds, t=3.736 microseconds, t=5.6046 microseconds?

You place a point force at the tip of the beam in the +Y-direction and displace the cantilever tip by 2 microns. At time t=0, you remove the force from the beam. a. What is the displacement at the beam tip as a function of time? Make sure to solve for all of the constants and write a final equation allowing one to plug in a time and get out the tip displacement. b. What is the displacement at the following times, t=0, t=», t=1.868 microseconds, t=3.736 microseconds, t=5.6046 microseconds?

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

Consider the beam with loading as shown in the figure below. The deflection of the beam at midspan is a wɔlª What is the value of -? Round off your answer to b EI a two decimal places. w w A B
A frame structure carries a sign, as shown in the figure below. The sign ismade of steel (with mass density of 8000 kg/m3) and of uniform thickness. What is the maximum thickness t_max of the sign such that the allowable shear forceand bending moment within the frame structure are not exceeded: Vallow= 8 kN and Mallow= 12 kN·m. Assume the frame members are weightless. There are pins at points A ,B, andC. The sign weight is transferred through cables CE and DF.
load A =350 N load b=400 N
For the bar shown in the figure, determine what the value of force Fc must be for the displacement at point C to be null. For calculation purposes, consider L1 = L2 = 2 m, E = 201 GPa, A = 180 mm?, p0 = 1000N/m, FB =1000 Also obtain the expressions and plot the axial displacements u(x), the resulting normals Nx (x) and normal stresses axx(x). EA = constant Po EA-cte Fe Fc L, L2 Please resolve all items in the question.
When a force of F=350 N is applied to the arm of the clamping element in Figure 2, how much force is generated at A?
A steel frame is shown in the given figure. A MANUM L B L O L/2 C VITKANTIN El Constant D If joint O of the frame is rigid, the rotational stiffness of the frame at point O is given by
MECHANICS OF DEFORMABLE BODIES WRITE THE COMPLETE SOLUTIONS. UPVOTE WILL BE GIVEN. ANSWER IN 2 DECIMAL PLACES.