Part B

The beam supports the triangular distributed load shown

below with $w_{\text{m}\text{a}\text{x}}=800l\frac{b}{f}t.$ The reactions at A and $B$

are vertical. $($Figure $1)$

Part B

Determine the magnitude of the resultant internal shear force on the cross section at

point $D.$

Express your answer in kilopounds to three significant figures.

$V_D=$

Incorrect; Try Again; $5$ attempts remaining

Part C

Determine the magnitude of the resultant internal bending moment on the cross

section at point $D.$

Express your answer in kilopound$-$feet to three significant figures.

Request Answer

Part D

Determine the magnitude of the resultant internal normal force on the cross section at

point $E.$

Express your answer in kilopounds to three significant figures.

The beam supports the triangular distributed load shown

below with $w_{\text{m}\text{a}\text{x}}=800l\frac{b}{f}t.$ The reactions at A and $B$

are vertical. $($Figure $1)$

Part B

Determine the magnitude of the resultant internal shear force on the cross section at

point $D.$

Express your answer in kilopounds to three significant figures.

$V_D=$

Incorrect; Try Again; $5$ attempts remaining

Part C

Determine the magnitude of the resultant internal bending moment on the cross

section at point $D.$

Express your answer

The beam supports the triangular distributed load shown

below with $w_{\text{m}\text{a}\text{x}}=800l\frac{b}{f}t.$ The reactions at A and $B$

are vertical. $($Figure $1)$

Part B

Determine the magnitude of the resultant internal shear force on the cross section at

point $D.$

Express your answer in kilopounds to three significant figures.

$V_D=$

Incorrect; Try Again; $5$ attempts remaining

Part C

Determine the magnitude of the resultant internal bending moment on the cross

section at point $D.$

Express your answer in kilopound$-$feet to three significant figures.

Part D

Determine the magnitude of the resultant internal normal force on the cross section at point E