: A building shown in Fig (2) Its carries a live load of w =3.5 KN/m². Wa= 0.75 KN/m (not including slab selfweight) 5.5m f03 Slabthickness = 200mm All Columns = 300 400 5.5m All beams 300 *650 = 27 MPa , 1, 414MPa a-Find Maximum positive and negative moments of the slab S1. $1 5.5m b- Design the slab S1 for larger moment in a, Use 12 rebar. 0.4 04. 7m Fig (2) 0.4 %3D

: A building shown in Fig (2) Its carries a live load of w =3.5 KN/m². Wa= 0.75 KN/m (not including slab selfweight) 5.5m f03 Slabthickness = 200mm All Columns = 300 400 5.5m All beams 300 *650 = 27 MPa , 1, 414MPa a-Find Maximum positive and negative moments of the slab S1. $1 5.5m b- Design the slab S1 for larger moment in a, Use 12 rebar. 0.4 04. 7m Fig (2) 0.4 %3D

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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