Q3: A one-way ribbed slab with clear spans (9.6 m 15 m) is covered a rectangular area, as shown in Fig. (3). The tiling load is 1.2 kN/m². For concrete.f'e =28 MPa and Y. -25 kN/m. For steel f = 375 MPa. The effective cover be (40 mm)? For rib use [8-Ø 16 at mid-span] and [ 2- Ø 25 (add) + 4-0 16 (bt.) at ends]. as shown in figure below. ( b = b; at mid-span and b = b at ends). i. Find the maximum live load for flexural only? ii. Checking for transverse shear? 2-0 25 8-Ø16 4-016 80 mm 420 mm 220 mm 15 m 830 mm 220 mm 9.6 m
Q3: A one-way ribbed slab with clear spans (9.6 m 15 m) is covered a rectangular area, as shown in Fig. (3). The tiling load is 1.2 kN/m². For concrete.f'e =28 MPa and Y. -25 kN/m. For steel f = 375 MPa. The effective cover be (40 mm)? For rib use [8-Ø 16 at mid-span] and [ 2- Ø 25 (add) + 4-0 16 (bt.) at ends]. as shown in figure below. ( b = b; at mid-span and b = b at ends). i. Find the maximum live load for flexural only? ii. Checking for transverse shear? 2-0 25 8-Ø16 4-016 80 mm 420 mm 220 mm 15 m 830 mm 220 mm 9.6 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q3: A one-way ribbed slab with clear spans (9.6 m 15 m) is covered a rectangular area, as shown in
Fig. (3). The tiling load is 1.2 kN/m². For concrete.f'e =28 MPa and Y. -25 kN/m. For steel
f, = 375 MPa. The effective cover be (40 mm)? For rib use [8-Ø 16 at mid-span] and [ 2- Ø 25 (add) +
4-0 16 (bt.) at ends ], as shown in figure below. ( b = b; at mid-span and b = b at ends).
i. Find the maximum live load for flexural only?
ii. Checking for transverse shear?
2-0 25
8-Ø 16
4-016
80 mm
420 mm
220 mm
15 m
830 mm
220 mm
9.6 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2ed04046-051d-4909-870c-a66fb8481ecc%2Fe36c9a03-b489-40a2-853b-08c342d33c5d%2F6mnr5s_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q3: A one-way ribbed slab with clear spans (9.6 m 15 m) is covered a rectangular area, as shown in
Fig. (3). The tiling load is 1.2 kN/m². For concrete.f'e =28 MPa and Y. -25 kN/m. For steel
f, = 375 MPa. The effective cover be (40 mm)? For rib use [8-Ø 16 at mid-span] and [ 2- Ø 25 (add) +
4-0 16 (bt.) at ends ], as shown in figure below. ( b = b; at mid-span and b = b at ends).
i. Find the maximum live load for flexural only?
ii. Checking for transverse shear?
2-0 25
8-Ø 16
4-016
80 mm
420 mm
220 mm
15 m
830 mm
220 mm
9.6 m
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