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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@4m 20 m Foundation Plan 300 mm- 5@4m = 20 m 1.5 2 Symmetrical about (2.5) 3 3.5) Lo 300 mm basement wall around perimeter C2 F2 slab on grade Second Floor Framing Plan footing tie beams Вз C2 S1 S3 S2 L. lift pit C3 F3 B1 L - C1 F1 L (4.5) H 300 mm 300 mm 12 @5 m = 60 m Symmetrical about A E A B2 Opening B 33 C3 C1 A 150 mm CHB E F 12 @5m=60 m A B

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@4m 20 m Foundation Plan 300 mm- 5@4m = 20 m 1.5 2 Symmetrical about (2.5) 3 3.5) Lo 300 mm basement wall around perimeter C2 F2 slab on grade Second Floor Framing Plan footing tie beams Вз C2 S1 S3 S2 L. lift pit C3 F3 B1 L - C1 F1 L (4.5) H 300 mm 300 mm 12 @5 m = 60 m Symmetrical about A E A B2 Opening B 33 C3 C1 A 150 mm CHB E F 12 @5m=60 m A B

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
5@4m 20 m Foundation Plan 300 mm- 5@4m = 20 m 1.5 2 Symmetrical about (2.5) 3 3.5) Lo 300 mm basement wall around perimeter C2 F2 slab on grade Second Floor Framing Plan footing tie beams Вз C2 S1 S3 S2 L. lift pit C3 F3 B1 L - C1 F1 L (4.5) H 300 mm 300 mm 12 @5 m = 60 m Symmetrical about A E A B2 Opening B 33 C3 C1 A 150 mm CHB E F 12 @5m=60 m A B
Transcribed Image Text:5@4m 20 m Foundation Plan 300 mm- 5@4m = 20 m 1.5 2 Symmetrical about (2.5) 3 3.5) Lo 300 mm basement wall around perimeter C2 F2 slab on grade Second Floor Framing Plan footing tie beams Вз C2 S1 S3 S2 L. lift pit C3 F3 B1 L - C1 F1 L (4.5) H 300 mm 300 mm 12 @5 m = 60 m Symmetrical about A E A B2 Opening B 33 C3 C1 A 150 mm CHB E F 12 @5m=60 m A B
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