peR) = F( 3*-37ti) 1. Write down the governing equation 2. State the boundary conditions 3. Solve for the displacement 4. Draw the shear force diagram, and bending moment diagram, the displacement E= Z00 Gfa, ho 0.ZM. W-0, E, I, L,F use these Fa-I KN

peR) = F( 3*-37ti) 1. Write down the governing equation 2. State the boundary conditions 3. Solve for the displacement 4. Draw the shear force diagram, and bending moment diagram, the displacement E= Z00 Gfa, ho 0.ZM. W-0, E, I, L,F use these Fa-I KN

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

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Concept explainers

Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.

Question

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pla) = F( 3ž-3+1)
1. Write down the governing equation
2. State the boundary conditions
3. Solve for the displacement
4. Draw the shear force diagram, and bending
E, I,L,F
moment diagram, the displacement
use
E= 200 Gla, ho 0.ZM. W=0, | m
these
FE -I KN
for A my L= 20 m

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