For the given beam, calculate the maximum values for shear, moment and deflection then compare the deflection to L$/360.$ Disregard the self$-$weight of the beam. Use the beam diagram formulas in the CISC handbook. No need to draw the diagrams, just show the formulas used. $(5$ Mobius Marks$)$

Assume:

$P=2\mathrm{.}5kN$

$E=200,000$MPa

$I=140{10}^{6}m{m}^4$

What is the absolute value of the maximum shear for the given beam due to the given loading?

$V_{\text{m}\text{a}\text{x}}=$

$($Answer to $3$ significant digits$)$

What is the value of the maximum moment for the given beam due to the given loading?

$M_{\text{m}\text{a}\text{x}}=$

$($Answer to $3$ significant digits$)$

What is the value of the maximum deflection for the given beam?

$=$

$($Answer to $3$ significant digits$)$

What is the value of the allowable deflection, L$/360$ for the given beam?

$$ allow $=$

Does this beam meet the deflection criteria?