Solve each one in an organized method:

The points carried by each problem are denoted on the right side.

Report writing sequence:

$1.$Cover Page

$2.$ Solution of the Problems $($either typed or handwritten$).$

Due date: December $01,2024$

A bending moment of $5800$ lb $-$in$.$ is applied to a beam having a rectangular crosssection with dimensions of $0\mathrm{.}75in.1\mathrm{.}50in.$ Compute the maximum bending stress in the beam $($a$)$ if the vertical side is $1\mathrm{.}50$ in $.$ and $($b$)$ if the vertical side is $0\mathrm{.}75$ in $.($Lecture$-18)$

A wood beam carries a bending moment of $15500$ lb $-$in$.$ It has a rectangular crosssection of $1\mathrm{.}50$ in $.$ wide $7\mathrm{.}25$ in$.$ high. Compute the maximum stress due to bending in the beam. $($Lecture$-18)$

Compute the maximum stress due to bending in a round rod $20$ mm in diameter if

$1$

it is subjected to a bending moment of $120N-m.($Lecture$-18)$Write in an organize way

The points carried by each problem are denoted on the right side.

Report writing sequence:

$1.$Cover Page

$2.$ Solution of the Problems $($either typed or handwritten$).$

Due date: December $01,2024$

A bending moment of $5800$ lb $-$in$.$ is applied to a beam having a rectangular crosssection with dimensions of $0\mathrm{.}75in.1\mathrm{.}50in.$ Compute the maximum bending stress in the beam $($a$)$ if the vertical side is $1\mathrm{.}50$ in $.$ and $($b$)$ if the vertical side is $0\mathrm{.}75$ in $.($Lecture$-18)$

A wood beam carries a bending moment of $15500$ lb $-$in$.$ It has a rectangular crosssection of $1\mathrm{.}50$ in $.$ wide $7\mathrm{.}25$ in$.$ high. Compute the maximum stress due to bending in the beam. $($Lecture$-18)$

Compute the maximum stress due to bending in a round rod $20$ mm in diameter if

$1$

it is subjected to a bending moment of $120N-m.($Lecture$-18)$The points carried by each problem are denoted on the right side.

Report writing sequence:

$1.$Cover Page

$2.$ Solution of the Problems $($either typed or handwritten$).$

Due date: December $01,2024$

A bending moment of $5800$ lb $-$in$.$ is applied to a beam having a rectangular crosssection with dimensions of $0\mathrm{.}75in.1\mathrm{.}50in.$ Compute the maximum bending stress in the beam $($a$)$ if the vertical side is $1\mathrm{.}50$ in $.$ and $($b$)$ if the vertical side is $0\mathrm{.}75$ in $.($Lecture$-18)$

A wood beam carries a bending moment of $15500$ lb $-$in$.$ It has a rectangular crosssection of $1\mathrm{.}50$ in $.$ wide $7\mathrm{.}25$ in$.$ high. Compute the maximum stress due to bending in the beam. $($Lecture$-18)$

Compute the maximum stress due to bending in a round rod $20$ mm in diameter if

$1$

it is subjected to a bending moment of $120N-m.($Lecture$-18)$