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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 Design Criteria: fc=27.6 MPa, fy=414 MPa, Perimeter Walls (Grid 1, Grid 7, Grid F) 0.72 KPa, Floor finish 1.5 KPG, and LL = 2.4 KPa Foundation Plan 300 mm- 5@4 m = 20 m (1.5) (2.5) (3.5) 300 mm basement wall around perimeter C2 F2 slab on grade footing the beams Second Floor Framing Plan 5@4 m = 20 m - B3 C2 S1 S3 33 S2 C3 F3 lift pit B1 Symmetrical about 4.5) 300 mm B E C1 F1 L 12 @ 5 m = 60 m 300 mm Symmetrical about B2 Opening C3 C1 12 @5 m = 60 m B E

Elevation A-A natural grade line 1.8 m 5@4m=20m A 3 m 5.5 m 6@3m 18 m E F Design Criteria: fc=27.6 MPa, fy=414 MPa, Perimeter Walls (Grid 1, Grid 7, Grid F) 0.72 KPa, Floor finish 1.5 KPG, and LL = 2.4 KPa Foundation Plan 300 mm- 5@4 m = 20 m (1.5) (2.5) (3.5) 300 mm basement wall around perimeter C2 F2 slab on grade footing the beams Second Floor Framing Plan 5@4 m = 20 m - B3 C2 S1 S3 33 S2 C3 F3 lift pit B1 Symmetrical about 4.5) 300 mm B E C1 F1 L 12 @ 5 m = 60 m 300 mm Symmetrical about B2 Opening C3 C1 12 @5 m = 60 m B E

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. Design B1, B2, B3, C1, C2, C3, S1, S2, and S3.
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
Design Criteria: fc=27.6 MPa, fy=414 MPa, Perimeter Walls (Grid 1, Grid 7, Grid F) 0.72 KPa, Floor finish 1.5 KPG, and LL = 2.4 KPa Foundation Plan 300 mm- 5@4 m = 20 m (1.5) (2.5) (3.5) 300 mm basement wall around perimeter C2 F2 slab on grade footing the beams Second Floor Framing Plan 5@4 m = 20 m - B3 C2 S1 S3 33 S2 C3 F3 lift pit B1 Symmetrical about 4.5) 300 mm B E C1 F1 L 12 @ 5 m = 60 m 300 mm Symmetrical about B2 Opening C3 C1 12 @5 m = 60 m B E
Transcribed Image Text:Design Criteria: fc=27.6 MPa, fy=414 MPa, Perimeter Walls (Grid 1, Grid 7, Grid F) 0.72 KPa, Floor finish 1.5 KPG, and LL = 2.4 KPa Foundation Plan 300 mm- 5@4 m = 20 m (1.5) (2.5) (3.5) 300 mm basement wall around perimeter C2 F2 slab on grade footing the beams Second Floor Framing Plan 5@4 m = 20 m - B3 C2 S1 S3 33 S2 C3 F3 lift pit B1 Symmetrical about 4.5) 300 mm B E C1 F1 L 12 @ 5 m = 60 m 300 mm Symmetrical about B2 Opening C3 C1 12 @5 m = 60 m B E
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