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1. Discuss about the project so that all knows what is happening.
2. First floor column detailing
3. Project Report with assumptions
a. Slabs
Water tank was assumed to be giving a UDL of 1kN/m2
b. Beam
No moments on footings
No Design for torsion
All Beams are fixed continuous (full fixity)
The loads on the beams were solely due to the UDL
c. Columns
The columns were designed with no sway - Assumption arrived through quantitative method.
d. footings
Moments were neglected as they were less than 4% of the total loads
e. General Stuff
Add Fck and Fy Values
4. Combine all files into a single file
5. Bending Moment Diagram for Beam
6. Take all excel files and the project drawings in a pen drive
7. First floor slab and cross section combine
8. Add hanger bars
9. Check if all bars are dimensioned with same character size
PUT FULL FIGHT (~3 hours tomorrow) AND WILL ENJOY LATER
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