QI) The R.C slab system shown in Figure (1) supported by column line beams and carries a service live load of 5 kN/m and a service superimposed dead load of 3.5 kN/m in addition to its own weight. Slab thickness is 200mm, all beams are (300x600) mm. All columns are 300mm square, use f-25MPA and f-420MP.. According to the ACI-direct design method, determine the following: 6.0m 7.6m 6.0m (a) Design the middle strip bottom bars of the exterior indicated panel shown, in E-W direction. 6.0m 7.6m 6.0m (b)Design the required steel reinforcement at the exterior corner (C). Figure (1)

QI) The R.C slab system shown in Figure (1) supported by column line beams and carries a service live load of 5 kN/m and a service superimposed dead load of 3.5 kN/m in addition to its own weight. Slab thickness is 200mm, all beams are (300x600) mm. All columns are 300mm square, use f-25MPA and f-420MP.. According to the ACI-direct design method, determine the following: 6.0m 7.6m 6.0m (a) Design the middle strip bottom bars of the exterior indicated panel shown, in E-W direction. 6.0m 7.6m 6.0m (b)Design the required steel reinforcement at the exterior corner (C). Figure (1)

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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