Problem $2,$ Part A

The reaction at the pinned support in the x$-$direction, Ax$,$ is $\_\_\_\_\_$ k$.$

Flag question: Question $11$

Question $113$ pts

Problem $2,$ Part B

The reaction at the pinned support in the y$-$direction, Ay$,$ is $\_\_\_\_\_$ k upwards.

Flag question: Question $12$

Question $123$ pts

Problem $2,$ Part C

The reaction at the roller support in the y$-$direction, Dy$,$ is $\_\_\_\_\_$ k upwards.

Flag question: Question $13$

Question $134$ pts

Problem $2,$ Part D

Identify the shear diagram for the beam.

Group of answer choices

Flag question: Question $14$

Question $144$ pts

Problem $2,$ Part E

Identify the moment diagram for the beam.

Group of answer choices

Flag question: Question $15$

Question $154$ pts

Problem $2,$ Part F

The absolute value of maximum moment, Mdemand, for this beam $($absolute value from the moment diagram$)$ is $\_\_\_\_\_$ k$-$ft$.$

$($Pay attention to your units!$)$

Flag question: Question $16$

Question $164$ pts

Problem $2,$ Part G

The beam's unbraced span length is $\_\_\_\_\_$ ft$.$

Flag question: Question $17$

Question $174$ pts

Problem $2,$ Part H

The W

x

is the lightest$/$most economical W$-$shape to carry the maximum moment for this span.

Flag question: Question $18$

Question $184$ pts

Problem $2,$ Part I

The capacity, Mcap, of the most economical beam at this span length is $\_\_\_\_\_\_$ k$-$ft$.$

$($The grading key is looking for the value to a single decimal place.$)$

Flag question: Spacer

For Problem $3$ questions, use the following beam:

IMG$\_20210621\_160851.$jpg

Flag question: Question $19$

Question $193$ pts

Problem $3,$ Part A

The reaction at the pinned support in the x$-$direction, Ax$,$ is $\_\_\_\_\_$ k$.$

Flag question: Question $20$

Question $203\mathrm{.}5$ pts

Problem $3,$ Part B

The reaction at the pinned support in the y$-$direction, Ay$,$ is $\_\_\_\_\_$ k upwards.

Flag question: Question $21$

Question $213\mathrm{.}5$ pts

Problem $3,$ Part C

The reaction at the roller support in the y$-$direction, Cy$,$ is $\_\_\_\_\_$ k upwards.

Flag question: Question $22$

Question $224$ pts

Problem $3,$ Part D

Identify the shear diagram for the beam.

Group of answer choices

Flag question: Question $23$

Question $234$ pts

Problem $3,$ Part E

Identify the moment diagram for the beam.

Group of answer choices

Flag question: Question $24$

Question $244$ pts

Problem $3,$ Part F

The absolute value of maximum moment, Mdemand, for this beam $($absolute value from the moment diagram$)$ is $\_\_\_\_\_$ k$-$ft$.$

$($Pay attention to your units!$)$

Flag question: Question $25$

Question $254$ pts

Problem $3,$ Part G

The beam's unbraced span length is $\_\_\_\_\_$ ft

Flag question: Question $26$

Question $264$ pts

Problem $3,$ Part H

The W

x

is the lightest$/$most economical W$-$shape to carry the maximum moment for this span.

Flag question: Question $27$

Question $274$ pts

Problem $3,$ Part I

The capacity, Mcap, of the most economical beam at this span length is $\_\_\_\_\_$ k$-$ft$.$

$($The grading key is looking for the value to a single decimal place.$)$