Architectural Engineering Senior Thesis Final Report
Washington Park Condominiums Mt. Lebanon, PA
Appendix A: Flat Plate Reinforce Concrete Slab Design
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Appendix B: Gravity Column Design & Foundations
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Appendix C: Reinforced Concrete Shear Wall Design
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SL2 SB2 ST2 SR2 EL2 ET2 EB2 ER2
EB1
EL1
SL1
ET1 ER1
SB1
ST1
SR1
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Appendix D: Reinforced Concrete Coupling Beams
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Appendix E: Concrete Moment Frame – Columns and Beams
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Concrete Column Loading Type
Area
Self Wt.
Dead
Live
Quake
Wind
Snow
LC
Corner (C55)
118.75
49.027
194.750
53.438
9.320
42.520
2.731
415.37
Exterior 1 (C65)
314.71
49.027
516.124
141.620
20.280
20.200
7.238
855.74
Exterior 2 (C80)
240.33
49.027
394.141
108.149
14.600
13.020
5.528
663.55
Shear Reinf. Type
Flexural Reinf.
Corner (C55)
(8) #8 @ 9"
Use (2) #4 Hoops @ 8" for 24" each end
Use (3) #3 Ties @ 24"
Exterior 1 (C65)
(8) #8 @ 9"
Use (2) #4 Hoops @ 8" for 24" each end
Use (3) #3 Ties @ 24"
Exterior 2 (C80)
(8) #8 @ 9"
Use (2) #4 Hoops @ 8" for 24" each end
Use (3) #3 Ties @ 24"
Avmin
0.240
Transverse Reinf.
Exterior Column Reinforcement Detail –
Exterior Column Reinforcement Detail –
Column Ends
Throughout Column
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Beam 9 (Earthquake)
Beam 9 (Wind)
Story
Spandrel
V2
T (k‐ft)
M3 (k‐ft)
Story
Spandrel
V2
T (k‐ft)
M3 (k‐ft)
ROOF
B9
3.86
0.10
29.52
ROOF
B9
3.95
0.11
30.68
8TH
B9
1.82
0.17
13.79
8TH
B9
4.91
0.24
37.51
7TH
B9
1.72
0.17
13.06
7TH
B9
5.04
0.23
38.55
6TH
B9
1.72
0.18
13.04
6TH
B9
5.27
0.26
40.22
5TH
B9
1.63
0.18
12.39
5TH
B9
5.3
0.26
40.48
4TH
B9
1.5
0.17
11.41
4TH
B9
5.19
0.26
39.66
3RD
B9
1.35
0.15
9.89
3RD
B9
4.83
0.25
36.88
2ND
B9
1.05
0.13
5.98
2ND
B9
4.22
0.22
32.26
1ST
B9
0.62
0.08
4.74
1ST
B9
2.75
0.14
21.04
Moment Frame Beam Reinforcement Detail – Beam Ends
Moment Frame Beam Reinforcement Detail – Throughout Beam
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Appendix F: Vibration Damper Cut sheets
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Appendix G: Concrete Slab Fasteners
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