The roof system of an office building consists of a 100 mm-thick reinforced concrete slab restingon four steel beams (A = 10,450 mm²), which are supported by two steel girders (A =%3D27,700 mm²). The girders, in turn, are supported by four columns, as shown in the figure below.In addition to loads being supported by the girder AG. It is proposed that the girder will support100 mm-thick concrete blocks, 25 mm-thick rendered with cement mortar on both sides. If thedensity of the concrete blocks and cement mortar are 192 kg/m³ and 25 kg/m³ respectively.The height of the wall is 3 metres. Determine the dead loads acting on the girder AG. Take theunit weight of structural steel as 77 KNIM² and reinforced concrete as 23.6 KN/m². Assumethe concrete slab is supported by the beams only.A6 m1BSteelSteel girder(A = 27,700 mm²)column-100 mmQ. 3. bCDconcrete slab3 at 3 m = 9 mEFSteel floor beam(A = 10,450 mm²)GH

To determine the dead loads acting on the structure

Answered: 6 m B Steel Steel girder (A = 27,700…

6 m B Steel Steel girder (A = 27,700 mm2) column - 100 mm Q. 3. b D concrete slab 3 at 3 m = 9 m E F Steel floor beam (A = 10,450 mm2) G H

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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