Lab 2 STRUCTURES 1 Fall 2020 IBM wishes to consolidate their Albany, New York Software Development Division into a new 19,000 square foot facility in British American Park, located approximately one mile north west of the Albany County Airport. The new location, along with the Airport renovations currently under way, will allow for easy access for the staff to the Albany Airport. At the present time, the IBM-Albany Software Development Division occupies two downtown Albany offices, and one Latham office. The facility shall be steel frame construction, and shall consist of two floors of working space. In plan view, the building footprint is 104 feet long x 90 feet wide. The total height of the building is 24 feet, (each floor being 12 feet from floor to floor, floor to roof). The typical bay is 26 feet long x 30 feet deep. Therefore, in plan, the footprint is 4 bays long and 3 bays wide As the steel frame designer, you are to select structural steel framing members based upon the following loading criteria from the New York State Building Code, ASCE/SEI 7-10 (Minimum Design Loads for Buildings and Other Structures), and other associated codes and manufacture's literature: FLOOR LOADING LIVE LOAD. 100 PSF DEAD LOAD. 60 PSF TOTAL FLOOR LOAD. 160 PSF ROOF LOADING LIVE LOAD DEAD LOAD TOTAL ROOF LOAD 45 PSF 20 PSE 65 PSF WIND LOADING LIVE LOAD 20 PSF It is expected that as the designer, you will be responsible for sizing all framing members including those required for both gravity and lateral loading In addition, you are required to design the lateral load resisting frames to ensure the structure does not fail due to wind loading. Metal floor and roof deck must be designed for both gravity loading, and for the ability to transfer lateral loading from the face of the structure to the lateral load resisting frames. Finally, all connections for gravity and lateral load resisting members must be designed and identified using either welded or bolted connections. The following shall be NEATLY furnished on December 4, 2020 DESIGN CALCULATIONS STRUCTURAL DESIGN Bar Joist Selection Structural Steel Design Structural Steel Design Structural Steel Design Structural Steel Detailing Structural Steel Detailing STRUCTURAL DESCRIPTION (K-Series), floor and roof framing, (per your spacing) (A992), floor and roof grid line framing (A992), interior columns, exterior beam-columns (A36), exterior wind bracing tension members (A325X), beam connections to columns (A325X), wind bracing connections (to 1/2* plates) FRAMING SKETCHES & DETAILS Roof and Floor Framing Plans Dimensions for footprint and gridline pattern provided Typical interior, exterior, and corner framing bay members identified Bar Joist bridging identified Column members identified Roof and Floor loading identified Sketches Wind towers Framing connections Floor and roof beams to columns Wind bracing members to plates Bar joist to girders Floor and roof deck to framing members PROVIDE CALCULATIONS, SKETCHES AND DETAILS ORDERLY PACKAGED FOR GRADING Identify all design assumptions, framing members designed/selected, and AISC code references. Provide a table of contents, all pages numbered with cross reference from framing plans to individual member design calculations.