Question $1$

MEMBER SIZES:

INTERNAL COLUMNS:

$-345460dp$

PERIMETER COLUMNS:

$345345dp$

BEAMS:

$-345510dp$

BEAM LOADS $($INCLUDING

WEIGHT OF STRUCTURE$)$

IMPOSED: $10k\frac{N}{m}$

PERMANENT: $15k\frac{N}{m}$

a$)$ Using a hand$-$calculation method to calculate bending moments for the entire

structure for the wind loads only according to Reynolds' Fig. $2\mathrm{.}62$ guidelines. Show

these on a diagram.

Calculate the bending moments in the beam on the first$-$floor level, considering

only imposed and permanent loads, using the following methods:

b$)$ A sub$-$frame analysis of the beam with the columns above and below

c$)$ A sub$-$frame of only the end two beams

d$)$ A continuous elastic beam