Sample Problem 4-2: Design a one-way slab based on the figure shown below. The slab has a superimposed dead load 2.8 kPa and live load of 2.4 kPa. Use 12 mm diameter bars. Also, use f = 28 MPa and Grade 60 rebars. The typical beam width is 300 mm. The beam spacing for the exterior span is 4.2 m while the typical beam spacing for the interior spans is 4.5 m. 4200 mm 4500 mm (typ. for int. spans)
Sample Problem 4-2: Design a one-way slab based on the figure shown below. The slab has a superimposed dead load 2.8 kPa and live load of 2.4 kPa. Use 12 mm diameter bars. Also, use f = 28 MPa and Grade 60 rebars. The typical beam width is 300 mm. The beam spacing for the exterior span is 4.2 m while the typical beam spacing for the interior spans is 4.5 m. 4200 mm 4500 mm (typ. for int. spans)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Sample Problem 4-2: Design a one-way slab based on the figure shown below. The slab has a
superimposed dead load 2.8 kPa and live load of 2.4 kPa. Use 12 mm diameter bars. Also, use f =
28 MPa and Grade 60 rebars. The typical beam width is 300 mm. The beam spacing for the exterior
span is 4.2 m while the typical beam spacing for the interior spans is 4.5 m.
4200 mm
4500 mm
(typ. for int. spans)
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