Given the Framing Plan and Dead Load $=60$ psf and Live Load $=100$ psf$,$ perform the following

$(3$ pts$)$ Label the different joist, beams, and girders. Members with the same loading must have the same label.

$(7$ pts$)$ Determine the loading on the cantilever member that spans from $A-D$ along line $3.$ This includes determining the reactions

$(10$ pts$)$ Given the loading for the member on Line

i$.$ Draw the shear and moment diagram

ii$.$ Size the most efficient member $($least weight$),$ see table at end of assignment

iii. Size the member for the least height

Use the following The Yield stress is $54$ ksi

Elevation of Beam and Loading Along Line $1$Given the Framing Plan and Dead Load $=60$ psf and Live Load $=100$ psf$,$ perform the following

$(3$ pts$)$ Label the different joist, beams, and girders. Members with the same loading must have the same label.

$(7$ pts$)$ Determine the loading on the cantilever member that spans from $A-D$ along line $3.$ This includes determining the reactions

$(10$ pts$)$ Given the loading for the member on Line

i$.$ Draw the shear and moment diagram

ii$.$ Size the most efficient member $($least weight$),$ see table at end of assignment

iii. Size the member for the least height

Use the following The Yield stress is $54$ ksi

Elevation of Beam and Loading Along Line $1$Given the Framing Plan and Dead Load $=60$ psf and Live Load $=100$ psf$,$ perform the following

$(3$ pts$)$ Label the different joist, beams, and girders. Members with the same loading must have the same label.

$(7$ pts$)$ Determine the loading on the cantilever member that spans from $A-D$ along line $3.$ This includes determining the reactions

$(10$ pts$)$ Given the loading for the member on Line

i$.$ Draw the shear and moment diagram

ii$.$ Size the most efficient member $($least weight$),$ see table at end of assignment

iii. Size the member for the least height

Use the following The Yield stress is $54$ ksi

Elevation of Beam and Loading Along Line $1$