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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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