Problem 1: The one way-slab spans 4.0 m. In addition to its own weight, the slab supports a uniformly distributed service live load of 40 N/m2. A masonry wall (Partition), which has a service dead weight of 17.5 kN/m is also supported on the slab. Select the depth of the slab and design the flexural reinforcement. Show the results on a scaled sketch. Interior exposure (clear cover 20 mm), f. 21 MPa, and f, 414 MPa. 3.0 m 1.0 m Walt 17.5 kN/m

Problem 1: The one way-slab spans 4.0 m. In addition to its own weight, the slab supports a uniformly distributed service live load of 40 N/m2. A masonry wall (Partition), which has a service dead weight of 17.5 kN/m is also supported on the slab. Select the depth of the slab and design the flexural reinforcement. Show the results on a scaled sketch. Interior exposure (clear cover 20 mm), f. 21 MPa, and f, 414 MPa. 3.0 m 1.0 m Walt 17.5 kN/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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