NO$.$

TYPE

DESCRIPTION

CLASS

DATE

NAME

EC$-1$

LAB EXTRA

BEAM DESIGN

$5555$

CREDIT

SPRING $2024$

LAB ASSIGNMENT EC$-1$: BEAM DESIGN

Directions: Design two beams $($Beam A and Beam B$),$ so that they safely carry the ultimate moment generated by the proposed loading schedule. For Beam A$,$ find the required area of steel and suggest a rebar arrangement. For Beam B$,$ find the required effective depth for an ultimate moment of $210k*ft$ and $=\frac{2}{3}max.$

$\backslash$table$[[$Dead loads,Live loads$],[$Beam self$-$weight,Office equipment :$40$ psf$],[8$ concrete slab,$],[$Ceiling$/$floor finishes $+$ MEP : $20$ psf$,]]$

STRENGTH OF MATERIALS: fy $=60$ksi

$f^{\text{'}}c=5,000$