CET $301$ Structural Analysis

Problem $4$ Shear and Moment diagram for Beam $(35$ pts$)$

Find Shear force and Bending Moment value at each respective junction. Draw shear V and moment $M$ diagrams for the beam given in figure $3.$ Ignore the beams self$-$weight for this beam.

Define Zero Shear Point $($distance from Point$-$A$)$

Define Zero Bending Moment point. $($Distance from Point$-$A$)$

Define Max shear force and max bending moment values.

Given Data: U$.$D$.$L$,ql=2ki\frac{p}{f}t$

$P_1=10$kip.

Hint: Do not forgot to convert the units at the end in order to avoid calculation error.