A two-story building having a Roof and a 2nd Floor (you may ignore the ground level)...

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A two-story building having a Roof and a 2nd Floor (you may ignore the ground level) The floor-to-floor distance is 15'-0" Assume that north is vertical up on your paper and east is to the right and west is to the left The building is 4 bays long in the north-south direction The building is 6 bays long in the east-west direction The curtain wall weighs 20 psf Columns are spaced at 30 feet on center running east-west, and 20 feet on center running north south. Girders span 30 feet and run east-west from column to column. Beams span 20 feet and run north-south, they are spaced at 10 feet on center and frame into girders and columns. Roof Dead load is 40 psf Roof Live load is 20 psf 2nd Floor Dead load is 100 psf 2nd Floor Live load is 100 psf please provide the following - it is okay to insert extra pages if you need to do so A) A sketch showing the plan of the building framing and dimensions (please include grid lines and grid bubbles) it does not have to be to scale, but it should be oriented with north up on the page. Your examination pages should be in portrait orientation, just like this .pdf document. Draw an arrow or symbol indicating plan north. B) Draw the elevation of a typical perimeter roof girder indicate the loading, and dimensions as well as boundary conditions. C) Draw the elevation of a typical interior 2nd floor beam (no curtain wall) indicate the uniform loading DL and LL in plf, and the dimensions as well as boundary conditions for the beam (assume simply supported, pin & roller). A two-story building having a Roof and a 2nd Floor (you may ignore the ground level) The floor-to-floor distance is 15'-0" Assume that north is vertical up on your paper and east is to the right and west is to the left The building is 4 bays long in the north-south direction The building is 6 bays long in the east-west direction The curtain wall weighs 20 psf Columns are spaced at 30 feet on center running east-west, and 20 feet on center running north south. Girders span 30 feet and run east-west from column to column. Beams span 20 feet and run north-south, they are spaced at 10 feet on center and frame into girders and columns. Roof Dead load is 40 psf Roof Live load is 20 psf 2nd Floor Dead load is 100 psf 2nd Floor Live load is 100 psf please provide the following - it is okay to insert extra pages if you need to do so A) A sketch showing the plan of the building framing and dimensions (please include grid lines and grid bubbles) it does not have to be to scale, but it should be oriented with north up on the page. Your examination pages should be in portrait orientation, just like this .pdf document. Draw an arrow or symbol indicating plan north. B) Draw the elevation of a typical perimeter roof girder indicate the loading, and dimensions as well as boundary conditions. C) Draw the elevation of a typical interior 2nd floor beam (no curtain wall) indicate the uniform loading DL and LL in plf, and the dimensions as well as boundary conditions for the beam (assume simply supported, pin & roller).

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