Question: can you complete this project using a residential building as a base and include all calculations for review? For the course project, you will need

can you complete this project using a residential building as a base and include all calculations for review?
For the course project, you will need to design all the components of a steel building, then use the design to calculate the total weight of the building's structure, the total cost of the building's structure, and the total carbon dioxide emission created by the building's structure.
GIVEN:
The steel building is four stories tall and has a 60'x60' plan area on each floor. Each group has a unique floor plan assigned to you, see floor plan for additional framing information.
- Loading:
- Roof Dead Load -30psf
- Roof Live Load -30psf
- Floor 2-5 Dead Load -60psf (including weights of members, floor finishes, walls/partitions, ceilings, mechanical equipment, etc.)
- Floor 2-5 Live Load -40psf (Office Space)
- Columns supports are pinned/pinned
- Beams \& Girders are Wide Flange sections
- Girders MUST be at least the same depth as the beam
- Columns are HSS Sections
- Cost of steel framing (including materials, fabrication, and installation)=\$7500/ton (\$15,000/kip)
- Assume 2 tons of \(\mathrm{CO}_{2}\) are emitted for each ton of steel (1 ton of \(\mathrm{CO}_{2}\) for each kip of steel)
REQUIRED:
1. Design Beam 2 on the roof. Design for:
a. Maximum Moment
b. Maximum Shear
c. Total Load Deflection
2. Design Girder B on the roof. Design for:
a. Maximum Moment
b. Maximum Shear
c. Total Load Deflection
3. Design Column B-2 between the \(4^{\text {th }}\) floor and the roof. Design for
a. Maximum Axial Load
4. Design Beam 2 on floor 2. Design for:
a. Maximum Moment
b. Maximum Shear
c. Total Load Deflection
Design Girder B on floo To exit full Screen, press
a. Maximum Moment
Esc
b. Maximum-Shear
c. Total Load Deflection Design Column B-2 between 2^("nd ") floor and the ground floor. Design for
a. Maximum Axial Load from all floors above Assume each roof member (beams, girders, columns) are chosen to match the three roof members you designed, and each floor member (on all floors) is chosen to match the three floor 2 members you designed. Based on the number of beams/girders/columns shown in your framing plan, fill out the table below:
Floor
Beam Section
Number of Beams
Weight of Beams
Girder Section
Number of Girders
Weight of Girders
Column Section
Number of Columns
Weight of Columns
Roof
4^("th ") Floor
3^("rd ") Floor
2^("nd ") Floor
Once that table is complete, sum the weights of each member to calculate the total floor weight. Using the pricing information given, calculate the total cost of each floor (in $). Using the emissions information given, calculate the total emissions generated by each floor In tons (T)). Fill out the table below:
Floor
Weight of Beams
Weight of Girders
Weight of Columns
Total Floor Weight
Total Floor Cost
Total Floor Cost per Square Foot
Total Floor Emissions
Roof 4^("th ") Floor 3^("rd ") Floor 2^("nd ") Floor
Sum the weights, costs, and emissions generated from each floor and state them below:
Total Building Weight:-
Total Building Cost:
Total Building Emissions:
Prepare a report that will be presented to the class that includes the following:
a. Introduction:
i. Clearly state the names of the team members
ii. Include an overview of the building. Describe the purpose, programming,
location, and architectural features. Be creative! It can be anything you want.
b. Background/Basis of Design:
i. Include all givens, loading, floor plans, elevations, etc.
c. Summary:
i. Include tables (above) summarizing member designs, weight, cost analysis,
and emissions analysis. Be sure to include the total weight, cost, and
emissions created by the structure.
d. Appendix:
i. Clearly defined calculations for each of the six components that you designed,
weight calculations, cost analysis calculations, emissions calculations.

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