. Design a one-way slab (interior span). Service live load will be 6 kN/m². Dead load is 1.5 kN/m², plus the self-weight of the floor. Supports will be beams. Assume maximum p= 0.006. f' 21 MPa and f= 420 MPa. 650 mm 450 mm 5.0 m End span 5.0 m Typical interior span 450 mm 450 mm

. Design a one-way slab (interior span). Service live load will be 6 kN/m². Dead load is 1.5 kN/m², plus the self-weight of the floor. Supports will be beams. Assume maximum p= 0.006. f' 21 MPa and f= 420 MPa. 650 mm 450 mm 5.0 m End span 5.0 m Typical interior span 450 mm 450 mm

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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