Design a one-way slab based on the figure shown below. The slab has a superimposed dead load 2.8kPa and live load of 2.4kPa. Use 10mm diameter bars. Also, use f'c=28MPa and Grade 60 rebars. Typical beam width is 300mm. The beam spacing for the exterior span of 4.2m while the typical beam spacing for the interior span is 4.5m. Assume that the slab is indoor. 4.2m 4.5m

Structural Analysis
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Chapter2: Loads On Structures
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Use NSCP 2015: Design a one-way slab based on the figure shown below. The slab has a superimposed dead load 2.8kPa and live load of 2.4kPa. Use 10mm diameter bars. Also, use f'c=28MPa and Grade 60 rebars. Typical beam width is 300mm. The beam spacing for the exterior span of 4.2m while the typical beam spacing for the interior span is 4.5m. Assume that the slab is indoor. 4.2m 4.5m
Problem 1: Design a one-way slab based on the figure shown below. The slab has a superimposed dead load
2.8kPa and live load of 2.4kPa. Use 10mm diameter bars. Also, use f'c=28MPa and Grade 60 rebars. Typical
beam width is 300mm. The beam spacing for the exterior span of 4.2m while the typical beam spacing for
the interior span is 4.5m. Assume that the slab is indoor.
4.2m
4.5m
Transcribed Image Text:Problem 1: Design a one-way slab based on the figure shown below. The slab has a superimposed dead load 2.8kPa and live load of 2.4kPa. Use 10mm diameter bars. Also, use f'c=28MPa and Grade 60 rebars. Typical beam width is 300mm. The beam spacing for the exterior span of 4.2m while the typical beam spacing for the interior span is 4.5m. Assume that the slab is indoor. 4.2m 4.5m
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