0.3The floor beam system shown in Fig (1),she3D3m3.carries a live load of w =6 KN/ m2,in additional to 30 mm tiling and mortar,:0.3Slab thickness = 150 mmAll beams bww = 300h 550,ohe3m= 24 MPafy= 400 MPa0.30.30.3Determine the maximum positive and negative momentin both directions of two way slab only.Use o12 bars4 m7 m-----%3D%3D

Answered: Image /qna-images/answer/165e40ae-a566-4c36-bb19-a1a121abee9b.jpg

I03 The floor beam system shown in Fig (1), 3m carries a live load of w =6 KN / m2, 0.3 in additional to 30 mm tiling and mortar, Slab thickness = 150 mm ohe 3 m All beams bw = 300 , h = 550, = 24 MPa , f, = 400 MPa 103 %3D 0.3 0.3 0.3 Determine the maximum positive and negative moment in both directions of two way slab only. Use o12 bars 4 m 7 m 33111 -4 %3D

I03 The floor beam system shown in Fig (1), 3m carries a live load of w =6 KN / m2, 0.3 in additional to 30 mm tiling and mortar, Slab thickness = 150 mm ohe 3 m All beams bw = 300 , h = 550, = 24 MPa , f, = 400 MPa 103 %3D 0.3 0.3 0.3 Determine the maximum positive and negative moment in both directions of two way slab only. Use o12 bars 4 m 7 m 33111 -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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