Problem 4.39 Design the one-way slab shown in theaccompanying figure to support a live load of 10 kN/m2.Do not use the ACI thickness limitation for deflections.Assume concrete weighs 23.5 kN/m.f 28 MPa andf, = 420 MPa. Use p = Pmur: (One ans. 240-mm slabwith #25 @ 140-mm main steel)-10mWidth of the slab is 10mWL = 10kN/m2And draw slab section showing allreinforcements along with the slab

A singly reinforced beam is a beam which is reinforced only in tension zone . The compression zone…

Problem 4.39 Design the one-way slab shown in the accompanying figure to support a live load of 10 kN/m2. Do not use the ACI thickness limitation for deflections. Assume concrete weighs 23.5 kN/m. f 28 MPa and = 420 MPa. Use p Pmax: (One ans. 240-mm slab %3D with #25 @ 140-mm main steel) -10m- Width of the slab is 10m WL = 10kN/m2 And draw slab section showing all reinforcements along with the slab

Problem 4.39 Design the one-way slab shown in the accompanying figure to support a live load of 10 kN/m2. Do not use the ACI thickness limitation for deflections. Assume concrete weighs 23.5 kN/m. f 28 MPa and = 420 MPa. Use p Pmax: (One ans. 240-mm slab %3D with #25 @ 140-mm main steel) -10m- Width of the slab is 10m WL = 10kN/m2 And draw slab section showing all reinforcements along with the slab

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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