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Elevation A-A natural grade line 1.8 m 5@4m=20m A 3 m 5.5 m 6@3m 18 m E F 5@4 m = 20 m 504m = 20 m Design Criteria: fc=27.6 MPa, fy = 414 MPa, Perimeter Walls (Grid 1, Grid 7, Grid F) 0.72 KPa, Floor finish 1.5 KPa, and LL = 2.4 KPa Foundation Plan 1.5 300 mm- Symmetrical about G 3.5 300 mm basement wall around perimeter 어 4.5 300 mm slab on grade Second Floor Framing Plan footing tie beams lift pit 300 mm 12 @5m 60 m Symmetrical about Opening 12 @5 m = 60 m L

Elevation A-A natural grade line 1.8 m 5@4m=20m A 3 m 5.5 m 6@3m 18 m E F 5@4 m = 20 m 504m = 20 m Design Criteria: fc=27.6 MPa, fy = 414 MPa, Perimeter Walls (Grid 1, Grid 7, Grid F) 0.72 KPa, Floor finish 1.5 KPa, and LL = 2.4 KPa Foundation Plan 1.5 300 mm- Symmetrical about G 3.5 300 mm basement wall around perimeter 어 4.5 300 mm slab on grade Second Floor Framing Plan footing tie beams lift pit 300 mm 12 @5m 60 m Symmetrical about Opening 12 @5 m = 60 m L

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design Criteria: fc' = 27.6 MPa, fy = 414 MPa, Perimeter Walls (Grid 1, Grid 7, Grid F) 0.72 KPa, Floor finish = 1.5 Kpa, and LL = 2.4 KPa
Elevation A-A natural grade line 1.8 m 5@4m=20m A 3 m 5.5 m 6@3m 18 m E F
Transcribed Image Text:Elevation A-A natural grade line 1.8 m 5@4m=20m A 3 m 5.5 m 6@3m 18 m E F
5@4 m = 20 m 504m = 20 m Design Criteria: fc=27.6 MPa, fy = 414 MPa, Perimeter Walls (Grid 1, Grid 7, Grid F) 0.72 KPa, Floor finish 1.5 KPa, and LL = 2.4 KPa Foundation Plan 1.5 300 mm- Symmetrical about G 3.5 300 mm basement wall around perimeter 어 4.5 300 mm slab on grade Second Floor Framing Plan footing tie beams lift pit 300 mm 12 @5m 60 m Symmetrical about Opening 12 @5 m = 60 m L
Transcribed Image Text:5@4 m = 20 m 504m = 20 m Design Criteria: fc=27.6 MPa, fy = 414 MPa, Perimeter Walls (Grid 1, Grid 7, Grid F) 0.72 KPa, Floor finish 1.5 KPa, and LL = 2.4 KPa Foundation Plan 1.5 300 mm- Symmetrical about G 3.5 300 mm basement wall around perimeter 어 4.5 300 mm slab on grade Second Floor Framing Plan footing tie beams lift pit 300 mm 12 @5m 60 m Symmetrical about Opening 12 @5 m = 60 m L
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