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'c=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
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'c=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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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'c=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
Transcribed Image Text:PROBLEM-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'c=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. *
A
B
4200 mm
-4500 mm
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