Given the floor layout below. Assume this is an upper story in a multistory office building. Perform live load reduction as appropriate. The floor is subjected to service (i.e. unfactored) superimposed dead load of 6.94 kPa and L = 3.24 kPa. Concrete weighs 23.6 kN/m3. Typical interior floor beam is 326 x 649 mm. Slab thickness is 143 mm. Columns are 352x352 mm square. Determine the maximum factored bending moment (in kN-m) on a typical interior floor beam (secondary) assuming simply supported at both ends. 1 9-75 m 9-75 m 3 9-75 m 4 2 @ 6m 2 @ 6 m 2 @ 6m 2 @ 6 m 12 m 12 m 12 m 12 m

Given the floor layout below. Assume this is an upper story in a multistory office building. Perform live load reduction as appropriate. The floor is subjected to service (i.e. unfactored) superimposed dead load of 6.94 kPa and L = 3.24 kPa. Concrete weighs 23.6 kN/m3. Typical interior floor beam is 326 x 649 mm. Slab thickness is 143 mm. Columns are 352x352 mm square. Determine the maximum factored bending moment (in kN-m) on a typical interior floor beam (secondary) assuming simply supported at both ends. 1 9-75 m 9-75 m 3 9-75 m 4 2 @ 6m 2 @ 6 m 2 @ 6m 2 @ 6 m 12 m 12 m 12 m 12 m

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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