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

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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