A building shown in Fig (2)Its carries a live load of w₁ =3.5 KN/m²,Wa=0.75 KN/m² (not including slab selfweight)Slabthickness = 200mmAll Columns = 300 * 400All beams = 300 *650f = 27 MPa, fy =414MPaa-Find Maximum positive and negative moments of the slab S1.b- Design the slab S1 for larger moment in a, Use $12 rebar.S1- Find design uniformly distributed load (wu) on the beam A-A ofas shown in Fig. (2).2- Find maximum crack width assume interior exposure for the beam ofhollow section shown in Fig. (3). f = 28 MPa, f, = 420 MPaFig (1)0.4HE650S1-7 mV"111111111110.47m400SI 0.35.5m0.35.5m0.35.5m160.4¥0.3Fig (2)$10stirrups6#25Fig (3

A building shown in Fig (2) Its carries a live load of w₁ =3.5 KN/m², Wa=0.75 KN/m² (not including slab selfweight) Slabthickness = 200mm All Columns 300 * 400 All beams = 300*650 = 27 MPa, f, =414MPa a-Find Maximum positive and negative moments of the slab S1. b- Design the slab S1 for larger moment in a, Use $12 rebar. Fig (1) 0.4 S1 7 m 11 0.4 HK 7m I 0.3 0.4 5.5m 0.3 5.5m 10.3 5.5m 0.3 Fig (2)

A building shown in Fig (2) Its carries a live load of w₁ =3.5 KN/m², Wa=0.75 KN/m² (not including slab selfweight) Slabthickness = 200mm All Columns 300 * 400 All beams = 300*650 = 27 MPa, f, =414MPa a-Find Maximum positive and negative moments of the slab S1. b- Design the slab S1 for larger moment in a, Use $12 rebar. Fig (1) 0.4 S1 7 m 11 0.4 HK 7m I 0.3 0.4 5.5m 0.3 5.5m 10.3 5.5m 0.3 Fig (2)

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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