Determine the ultimate load distribution acting on all beams and girders in the given floor framing below. Assume that the supports are simply supported. Compute for the reactions and loads in each beam. Assume unit weight of concrete to be 23.6 kN/m3. Always simplify your load distributions (distributed loads acting on the same points/locations should be added up).Monolithic FloorAll concrete slabs, t = 100 mmAll concrete beams, b = 250 mm ; h = 500 mmAll concrete columns, 300 mm x 300mmSuperimposed LoadsFloor Finish:Ceramic tile ½ inch mortarCeiling:Wood furringGypsum board ¼ inch thickMechanical Duct Allowance (MDA)Frame Partition:Wood, studs with gypsum board h=2.8mUtilities: twice the weight of MDAExterior WallsNormal Unit Weight Concrete Masonry/ Concrete Hollow Blocks, CHB4 inch thick with plastering on both faces, full groutheight=3m (no interior walls)Live LoadResidential Determine the ultimate load distribution acting on all beams and girders in the given floor framing below.Assume that the supports are simply supported. Compute for the reactions and loads in each beam. Assumeunit weight of concrete to be 23.6 KN/m. Always simplify your load distributions (distributed loads acting onthe same points/locations should be added up).Monolithic Floor2 5mZm ..All concrete slabs, t = 100 mmAll concrete beams, b = 250 mm ; h = 500 mmAll concrete columns, 300 mm x 300mmSuperimposed LoadsFloor Finish:SmCeramic tile 2 inch mortarCeiling:Wood furringGypsum board Va inch thickMechanical Duct Allowance (MDA)Frame Partition:Wood, studs with gypsum board h=2.8mUtilitles: twice the weight of MDAExterior WallsNormal Unit Weight Concrete Masonry/ Concrete Hollow Blocks, CHB4 inch thick with plastering on both faces, full groutheight=3m (no interior walls)Live LoadResidential

Consider the given data Unit weight of concretr=Y=23.6 kN/m3Slab thickness=t=100 mmFor concrete…

Answered: Determine the ultimate load…

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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Determine the ultimate load distribution acting on all beams and girders in the given floor framing below.
Assume that the supports are simply supported. Compute for the reactions and loads in each beam. Assume
unit weight of concrete to be 23.6 kN/m3. Always simplify your load distributions (distributed loads acting on
the same points/locations should be added up).

Monolithic Floor
All concrete slabs, t = 100 mm
All concrete beams, b = 250 mm ; h = 500 mm
All concrete columns, 300 mm x 300mm

Superimposed Loads
Floor Finish:
Ceramic tile ½ inch mortar

Ceiling:
Wood furring
Gypsum board ¼ inch thick
Mechanical Duct Allowance (MDA)

Frame Partition:
Wood, studs with gypsum board h=2.8m

Utilities: twice the weight of MDA

Exterior Walls
Normal Unit Weight Concrete Masonry/ Concrete Hollow Blocks, CHB
4 inch thick with plastering on both faces, full grout
height=3m (no interior walls)

Live Load
Residential

Determine the ultimate load distribution acting on all beams and girders in the given floor framing below.
Assume that the supports are simply supported. Compute for the reactions and loads in each beam. Assume
unit weight of concrete to be 23.6 KN/m. Always simplify your load distributions (distributed loads acting on
the same points/locations should be added up).
Monolithic Floor
2 5m
Zm ..
All concrete slabs, t = 100 mm
All concrete beams, b = 250 mm ; h = 500 mm
All concrete columns, 300 mm x 300mm
Superimposed Loads
Floor Finish:
Sm
Ceramic tile 2 inch mortar
Ceiling:
Wood furring
Gypsum board Va inch thick
Mechanical Duct Allowance (MDA)
Frame Partition:
Wood, studs with gypsum board h=2.8m
Utilitles: twice the weight of MDA
Exterior Walls
Normal Unit Weight Concrete Masonry/ Concrete Hollow Blocks, CHB
4 inch thick with plastering on both faces, full grout
height=3m (no interior walls)
Live Load
Residential

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