Question: Problem 2 For the beam and loading shown, determine the vertical reaction at the support B and the most economical wide flanged steel shape for

Problem

2

For the beam and loading shown, determine the vertical reaction at the support B and the most economical wide flanged steel shape for this beam knowing that a factor of safety equal to

1.9

is desired. The distributed load

w = 18 k \frac{N}{m},

and the beam has a elasticity modulus

E = 200

GPa and Yield Stress

y = 250

MPa

.

What would be the deflection at point C in that case?

Problem 2 For the beam and loading shown,

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