Question: L1=24ft L2=6ft Live load =30 psf 4^() Thick concrete slab (density =150 pcf) (5)/(8) Thick terrazzo ( { ( :12l(b)/(f)(t^(2))/(i)n) } Beam

L1=24ft

L2=6ft

\ Live load

=30

psf\

4^()

Thick concrete slab (density

=150

pcf)\

(5)/(8)

" Thick terrazzo (

{

(

:12l(b)/(f)(t^(2))/(i)n)

}\ Beam weight

=35l(b)/(f)t

\ Girder weight

=26l(b)/(f)t

\ Please round to the nearest one.\ One end reaction for

B-1=

lbs\ One end reaction for G-1 = lbs

$L1=24ft \ L2=6ft \ Live load =30 psf\ 4^() Thick$

- L1=24ft - L2=6ft - Live load =30 psf - 4 " Thick concrete slab (density = 150 pcf) - 5/8 " Thick terrazzo (12lb/ft 2/in ) - Beam weight =35lb/ft - Girder weight =26lb/ft Please round to the nearest one. One end reaction for B1= Ibs One end reaction for G-1 = lbs

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