Span L $12$ m

Span L$214$ m

Distance L$35\mathrm{.}6$ m

Height H $7$ m

Load W$115$ KN$/$m & Slanted

Load W$24$ KN$/$m

Load W$331$ KN

Load W$434$ KN

Load W$526$ KN

Support A$,$J Fixed

Support I Fixed

Support C Pinned

uhPerform compl Perform complete analysis using software for the shown below $($Figure $3)$ multi$-$bay frame structure with commenting and discussing the results including:

a$.$ Bending Moment Diagram for each member mentioning the maximum values.

b$.$ Shear Force Diagram for each member mentioning the maximum values.

c$.$ Deflection mentioning the maximum values.

d$.$ Reactions at each support Mentioning support experiences the maximum reactions.

e$.$ If the cross$-$section dimensions have been flipped between HL & VL members, Observe the possible change in Deflection & B$.$M$.$D by showing the diagrams and interpret on the resultsete analysis using software for the shown below $($Figure $3)$ multi$-$bay frame structure with commenting and discussing the results including:

a$.$ Bending Moment Diagram for each member mentioning the maximum values.

b$.$ Shear Force Diagram for each member mentioning the maximum values.

c$.$ Deflection mentioning the maximum values.

d$.$ Reactions at each support Mentioning support experiences the maximum reactions.

e$.$ If the cross$-$section dimensions have been flipped between HL & VL members, Observe the possible change in Deflection & B$.$M$.$D by showing the diagrams and interpret on the results by your hand $,$

$1$ Draw Bending Moment Diagram mentioning the maximum values

$2$ Draw Shear Force Diagram mentioning the maximum values

$3$ Draw Deflection mentioning the maximum values

$4$ What are the reactions at each support? Mentioning support experiences the maximum reactions

$5$ If the cross section dimentions have been flipped between HL & VL members, Observe the possible change in Deflection & B$.$M$.$D and state the reason$($s$)$