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One way slabs H.W: Design the slab of the plan shown below. The dead load is due to self-weight plus weight of: • Tiles 3 cm (density 20 kN/m³) • sand 7 cm (density 20 kN/m³) • mortar 2 cm (density 20 kN/m³) plaster 2 cm (density 20 kN/m³) • partition 2 kN/m² Live load =2.5 kN/m² f = 25 MPa and fy = 420 MPa 10.00 m 0.30 m 0.30 m 0.30 m -4.80 m- -3.30 m-

One way slabs H.W: Design the slab of the plan shown below. The dead load is due to self-weight plus weight of: • Tiles 3 cm (density 20 kN/m³) • sand 7 cm (density 20 kN/m³) • mortar 2 cm (density 20 kN/m³) plaster 2 cm (density 20 kN/m³) • partition 2 kN/m² Live load =2.5 kN/m² f = 25 MPa and fy = 420 MPa 10.00 m 0.30 m 0.30 m 0.30 m -4.80 m- -3.30 m-

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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One way slabs H.W: Design the slab of the plan shown below. The dead load is due to self-weight plus weight of: • Tiles 3 cm (density 20 kN/m³) • sand 7 cm (density 20 kN/m³) • mortar 2 cm (density 20 kN/m³) plaster 2 cm (density 20 kN/m³) • partition 2 kN/m² Live load =2.5 kN/m² f = 25 MPa and fy = 420 MPa 10.00 m 0.30 m 0.30 m 0.30 m -4.80 m- -3.30 m-
Transcribed Image Text:One way slabs H.W: Design the slab of the plan shown below. The dead load is due to self-weight plus weight of: • Tiles 3 cm (density 20 kN/m³) • sand 7 cm (density 20 kN/m³) • mortar 2 cm (density 20 kN/m³) plaster 2 cm (density 20 kN/m³) • partition 2 kN/m² Live load =2.5 kN/m² f = 25 MPa and fy = 420 MPa 10.00 m 0.30 m 0.30 m 0.30 m -4.80 m- -3.30 m-
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