Question: Q 3 . Using the tables provided. Assume ( mathbf { E = 4 0 0 0 k s i } )

3 .

Using the tables provided. Assume

\ (\

mathbf

{

= 4 0 0 0

k s i

} \)

and

\ (\

mathbf

{

= 5 0 0 0

i n

} {}^{4} \) .

You will need to use the principle of superposition. Draw the moment diagram and indicate the location of the maximum moment.

1 .

Calculate the maximum moment and the deflection at point

\ (\

mathbf

{

} \)

for the beam and loading below.

2 .

Is the maximum bending moment positive or negative? will the beam have tension or compression below the neutral axis of the beam?

3 .

Calculate the maximum compressive and maximum tensile stresses due to bending in the beam, knowing the distance from the neutral axis to the bottom of the section is

8

inches and the distance to the top of the section is

\ (\

mathbf

{4} \)

inches.

$Q 3 . Using the tables provided. Assume \ ( \$

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