The floor system has L,=5.5 and L,= 6.5. Let L-4 kN/m andD-5 kN/m (including the self-weight ofthe slab). f 28 MPa, fy-414 MPa.Edge beaminterior columns500 x 500 mmL1L1exterior columns400 x 400 mmedge ofbuildingL2L2The minimum permissible thicknessrequired for slab in panel #3 (using Table 16.1) is in mm The minimum permissible thicknessrequired for slab in panel #3 (using Table 16.1) is in mmFor panel #3 (d,ve-170 mm), the two-way shear (Vu2) is in kNThe static moment in the long direction (M,) for panel #2 is in (kN.m)Let ßt=1, the exterior negative design moment to be resisted by column strip in panel #2 is in (kN.m).

1} Considering the table 16.1, with edge beam hmin=ln33 For fy=414…

The floor system has L,=5.5 and L2=6.5. Let E4 kN/m and D=5 kN/m (including the self-weight of the slab). f28 MPa, fy-414 MPa. Edge beam Interior columns 500 x 500 mm L1 L1 exterior columns 400x 400 mm edge of building L2 L2 The minimum permissible thickness required for slab in panel #3 (using Table 16.1) is in mm

The floor system has L,=5.5 and L2=6.5. Let E4 kN/m and D=5 kN/m (including the self-weight of the slab). f28 MPa, fy-414 MPa. Edge beam Interior columns 500 x 500 mm L1 L1 exterior columns 400x 400 mm edge of building L2 L2 The minimum permissible thickness required for slab in panel #3 (using Table 16.1) is in mm

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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