Kinematical equation is given as: 1 y yo = uoyt + ayt² .. (1) where, y and yo is the final and initial position of the canon-ball in vertical direction, uoy is the initial velocity of the canon-ball in vertical direction, ay is the acceleration acting on the canon-ball in vertical direction and t is the time spent by the canon-ball in the air. Considering initial velocity of the canon-ball in upward

Kinematical equation is given as: 1 y yo = uoyt + ayt² .. (1) where, y and yo is the final and initial position of the canon-ball in vertical direction, uoy is the initial velocity of the canon-ball in vertical direction, ay is the acceleration acting on the canon-ball in vertical direction and t is the time spent by the canon-ball in the air. Considering initial velocity of the canon-ball in upward

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

Calculate the internal actions (V, F and M) in the section 1 meter to the right of E in ECD element.
A homogeneous disk with a radius of 9 in. is welded to a rod AG with a length of 18 in. and of negligible weight that is connected by a clevis to a vertical shaft AB. The rod and disk can rotate freely about a horizontal axis AC, and shaft AB can rotate freely about a vertical axis. Initially, rod AG is horizontal (0o= 90°) and has no angular velocity about AC. Knowing that the smallest value of 0 in the ensuing motion is 30°, determine (a) the initial angular velocity of shaft AB (b) its maximum angular velocity.
Show that the frictional relationship between the belt tensions, the coefficient of friction μ, and the angular contacts a and β for the V-belt is T2 = T1eμβ/sin(a/2).
For the beam loaded as shown, determine the reaction components using each of the following methods: 1.)Double Integration Method 2.) Area Moment Method 3.)Conjugate Beam Method4.)Method of Three Moments Use E=200 GPa,I=800x106mm4whennecessary. Assigned P values 167.5
The pendulum consists of the 3-kg slender rod and the 5-kg thin plate. Determine the location y̅ of the center of mass G of the pendulum; then find the mass moment of inertia of the pendulum about an axis perpendicular to the page and passing through G.
What is the safe weight per linear meter lenght of the beams if displacement at E is limited at 8mm. Given is in the image.
i. For the beam shown in Figure assume that EI = 100,000 kip-fi? and use discontinuity functions to determine (a) the reactions at A, C, and D. (b) the beam deflection at B. 75 kips
Determine the location of maximum deflection (from point A) and the value of this maximum deflection (in mm) on the simply supported beam. USE DOUBLE INTEGRATION METHOD. E=200 GPa I= 500x10^6 mm^4
A 100- m steel tape is used to measure the distance of the line and found to be 1539.28- m long. During measurement, the tape is supported at the ends under a pull of 10- kgs and the observed mean temperature is 31°C. The tape is of standard length at 20 °C and a tension of 12- kgs. Thecross sectional area of the tape is 0.035 cm2. The coefficient of linear expansion is 0.0000116/°C and the modulus of elasticity of steel is 2.0 (10)^6 kg/ cm2. The tape weight is equal to 1.5- kg. a) Determine the total correction for temperature.b) Determine the total correction due to tension.c) Determine the total correction due to sag.d) What is the correct length of a line?
NEED ANSWER ASAP!! The 16 x 22 x 25 mm rubber blocks shown are used in a double U shear mount to isolate the vibration of a machine from its supports. An applied load of P = 313 N causes the upper frame to be deflected downward by 4 mm. Determine the shear modulus G of the rubber blocks.
A c-channel has a dimension of as shown in mm, with a thickness of 75mm. Determine the moment of inertia about x- axis, if the axis is also tye neutral axis. I=2, J=7, K=0
What is the integrating factor of the linear DE of order one ydx-(3x+2y-5)dy=0