1. The figure shows Beam Diagram 3 provided by CISC Handbook of Steel Construction, where W=total applied load in kN. (1) using 4th-order differential equation to obtain the deflection equation y (i.e., Ax) for interval 0
1. The figure shows Beam Diagram 3 provided by CISC Handbook of Steel Construction, where W=total applied load in kN. (1) using 4th-order differential equation to obtain the deflection equation y (i.e., Ax) for interval 0
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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Transcribed Image Text:1. The figure shows Beam Diagram 3 provided by CISC Handbook of Steel Construction, where W=total
applied load in kN.
(1) using 4th-order differential equation to obtain the deflection equation y (i.e., Ar) for interval 0<x<.
Must show detailed process.
3. SIMPLE BEAM – LOAD INCREASING UNIFORMLY TO CENTER
4 W
Equivalent Tabular Load..
3
R=v.
v. (when x <)
R
217 (2 - 4x?)
WI
M max. (at center)
6
2x
M. (when x <)
- Wx
Shear
A max. (at center).
60 EI
4, (when x <).
Wx
480 EIl2
M_
max
Moment
1/2
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