A 30' × 20' Hall is supported on 9" masonry walls as shown in Figure-01. The height of Hall is 15'. Concrete compressive strength (fc') = 3 ksi and steel yield strength (fy) = 40 ksi. Take 3" PCC above slab. Take Live Load equal to 40 psf and SDL as 30 psf. а. Design the reinforced concrete slab, beams and columns and footing, for the given hall as per ACI 318-14. 30 feet 9 in thick brick wall B2 B2 C1 B1 B1 C2 C2 20 feet B2 B2 9 in thick brick wall

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A 30' × 20' Hall is supported on 9" masonry walls as shown in Figure-01. The
height of Hall is 15'. Concrete compressive strength (fc') = 3 ksi and steel yield
strength (fy) = 40 ksi. Take 3" PCC above slab. Take Live Load equal to 40 psf
and SDL as 30 psf.
а.
Design the reinforced concrete slab, beams and columns and footing, for the
given hall as per ACI 318-14.
Transcribed Image Text:A 30' × 20' Hall is supported on 9" masonry walls as shown in Figure-01. The height of Hall is 15'. Concrete compressive strength (fc') = 3 ksi and steel yield strength (fy) = 40 ksi. Take 3" PCC above slab. Take Live Load equal to 40 psf and SDL as 30 psf. а. Design the reinforced concrete slab, beams and columns and footing, for the given hall as per ACI 318-14.
30 feet
9 in thick brick wall
B2
B2
C1
B1
B1
C2
C2
20 feet
B2
B2
9 in thick brick wall
Transcribed Image Text:30 feet 9 in thick brick wall B2 B2 C1 B1 B1 C2 C2 20 feet B2 B2 9 in thick brick wall
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