appendix a: flat plate reinforce concrete slab design · appendix a: flat plate reinforce concrete...
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Architectural Engineering Senior Thesis Washington Park Condominiums Final Report Mt. Lebanon, PA
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Appendix A: Flat Plate Reinforce Concrete Slab Design
Architectural Engineering Senior Thesis Washington Park Condominiums Final Report Mt. Lebanon, PA
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Architectural Engineering Senior Thesis Washington Park Condominiums Final Report Mt. Lebanon, PA
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Appendix B: Gravity Column Design & Foundations
Architectural Engineering Senior Thesis Washington Park Condominiums Final Report Mt. Lebanon, PA
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Appendix C: Reinforced Concrete Shear Wall Design
Architectural Engineering Senior Thesis Washington Park Condominiums Final Report Mt. Lebanon, PA
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SR1
SB1 ST1
SL1ET1
EL1
ER1
EB1
ER2
ET2 EB2
EL2
SB2
SL2
ST2
SR2
Architectural Engineering Senior Thesis Washington Park Condominiums Final Report Mt. Lebanon, PA
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Appendix D: Reinforced Concrete Coupling Beams
Architectural Engineering Senior Thesis Washington Park Condominiums Final Report Mt. Lebanon, PA
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Appendix E: Concrete Moment Frame – Columns and Beams
Architectural Engineering Senior Thesis Washington Park Condominiums Final Report Mt. Lebanon, PA
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Type Flexural Reinf. Shear Reinf.
Transverse Reinf. Avmin 0.240
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"
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
Exterior Column Reinforcement Detail –Column Ends
Exterior Column Reinforcement Detail –Throughout Column
Architectural Engineering Senior Thesis Washington Park Condominiums Final Report Mt. Lebanon, PA
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Beam 9 (Earthquake)
Story Spandrel V2 T (k‐ft) M3 (k‐ft)
ROOF B9 3.86 0.10 29.52
8TH B9 1.82 0.17 13.79
7TH B9 1.72 0.17 13.06
6TH B9 1.72 0.18 13.04
5TH B9 1.63 0.18 12.39
4TH B9 1.5 0.17 11.41
3RD B9 1.35 0.15 9.89
2ND B9 1.05 0.13 5.98
1ST B9 0.62 0.08 4.74
Beam 9 (Wind)
Story Spandrel V2 T (k‐ft) M3 (k‐ft)
ROOF B9 3.95 0.11 30.68
8TH B9 4.91 0.24 37.51
7TH B9 5.04 0.23 38.55
6TH B9 5.27 0.26 40.22
5TH B9 5.3 0.26 40.48
4TH B9 5.19 0.26 39.66
3RD B9 4.83 0.25 36.88
2ND B9 4.22 0.22 32.26
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
Architectural Engineering Senior Thesis Washington Park Condominiums Final Report Mt. Lebanon, PA
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Appendix G: Concrete Slab Fasteners
Architectural Engineering Senior Thesis Washington Park Condominiums Final Report Mt. Lebanon, PA
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