Q$1$ Weight: $100\mathrm{.}00\%$

The beam shown below has a cross section $CC$ that has a height of $1$ m and a base of $0\mathrm{.}5$ m $.$ Calculate:

$pro{d}_{b}h=1m_{\{\begin{array}{cc}\text{:}\text{d}\text{a}\text{r}\text{r}& =0\mathrm{.}5m\end{array}}$

Cross section CC$*$

COLLAPSE IMAGES

$a=120\frac{N}{m},b=170\frac{N}{m},L=8m$

Best Score: $70\mathrm{.}00/100$

Current Score: $\frac{70\mathrm{.}00}{100}$

The vertical reaction at $A.$

$\frac{10}{10}ptsN$ System Answer $--880$

The moment reaction at $A.$

$\frac{15}{15}$ pts $$ N$.$m System Answer $-2880$

The shear force equation for the beam $AB.$

$\frac{15}{15}ptsV$

The bending moment equation for the beam $AB.$

$N.m$

$1$ tries remaining. $15$ point$($s$)$ possible

The location of the maximum bending moment with respect to $A.$

$15/15$ pts $m$ System Answer: $0$

The magnitude oi the maximum tensile stress in the beam.

$\frac{15}{15}pts$

$\frac{N}{m^2}$

System Answer $34560$