Concrete Design Homework
m23aa
assignment5.docx
1. Design an eccentrically loaded column, Pu=___, Mux=___. Keep <=0.03.
2. Design a biaxial eccentrically loaded column, Pu=___, Mux=___, Muy=___. Keep <=0.03
3. Design the columns to support the continuous beam-slab system. I see four unique cases, columns 1 through 4 highlighted on the figure. Loads are given in the Excel file. Keep <=0.03
Data for Problems 1 and 2
|
Name |
Column Length |
Pu |
Mux |
Muy |
|
|
L (ft) |
kips |
ft-k |
ft-k |
|
|
|
|
|
|
|
|
12 |
10 |
5 |
2.5 |
Column 1Column 2Column 3
NameSlab SpanT/L Beam Span
PuMuxMuyPuMuxMuyPuMux
(ft)(ft)
Kipsft-kft-kKipsft-kft-kKipsft-k
1245
49.7186.35.424.893.224.899.440.6
