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
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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
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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