Using the Equivalent Frame Method, determine Kec and D.F at each joint for the interior equivalent frame shown, for an intermediate floor. Story height: 3.7 m Edge beam dimensions: 360 x 610 mm Interior beam dimensions: 360 x 485 mm Column dimensions: 500 x 500 mm Slab thickness: 150 mm Unfactored live load: 3 kN/m² Partition weight: 1 kN/m² fc = 28 MPa (for all members), normal weight concrete fy = 420 MPa

Using the Equivalent Frame Method, determine Kec and D.F at each joint for the interior equivalent frame shown, for an intermediate floor. Story height: 3.7 m Edge beam dimensions: 360 x 610 mm Interior beam dimensions: 360 x 485 mm Column dimensions: 500 x 500 mm Slab thickness: 150 mm Unfactored live load: 3 kN/m² Partition weight: 1 kN/m² fc = 28 MPa (for all members), normal weight concrete fy = 420 MPa

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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