For a slab with overall dimensions of 42 m x 34 m: Choose appropriate locations for the columns. Choose dimensions that allow using the ACI coefficients. The slab may be solid with drop beams (Im wide representative slab strip treated as rectangular, and drop beam treated as T-section). Alternatively, it may be ribbed with hidden beams (ribs treated as T-sections and beams treated as rectangular). Assume all columns are 75 cm x 75 cm. Dead load is that of the slab, in addition to 3cm tiles, 3cm mortar, and 13cm fill. Live load is 0.4 t/m². Add 0.125 t/m? to the live load for partitions.

For a slab with overall dimensions of 42 m x 34 m: Choose appropriate locations for the columns. Choose dimensions that allow using the ACI coefficients. The slab may be solid with drop beams (Im wide representative slab strip treated as rectangular, and drop beam treated as T-section). Alternatively, it may be ribbed with hidden beams (ribs treated as T-sections and beams treated as rectangular). Assume all columns are 75 cm x 75 cm. Dead load is that of the slab, in addition to 3cm tiles, 3cm mortar, and 13cm fill. Live load is 0.4 t/m². Add 0.125 t/m? to the live load for partitions.

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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