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A partial floor plan for a three-story reinforced concrete office building with 10 ft floor-to- floor heights is shown in the next slide. Assume the following: 7" thick slab on the roof and floors 5-ply roofing plus gravel on the roof slab plus 3.5 psf for insulation ½" lightweight finish on the floor slabs • 20 psf for the partitions ⚫ 10 psf for mechanical and electrical equipment • 2 psf for the suspended ceiling Roof live load (snow) S = 35 psf • Floor live load (office) L = 50 psf A. Determine the following: The factored total uniform load in psf on the roof The factored total uniform load in psf on the floor slabs 32'-0" -Column A-1 B-2 Column B-2 Partial Roof and Floor Plan 4 brick- -8" block wall Brick support at each floor SECTION Typical Exterior Beam' or Girder varies SECTION Typical Interior Beam or Girder

A partial floor plan for a three-story reinforced concrete office building with 10 ft floor-to- floor heights is shown in the next slide. Assume the following: 7" thick slab on the roof and floors 5-ply roofing plus gravel on the roof slab plus 3.5 psf for insulation ½" lightweight finish on the floor slabs • 20 psf for the partitions ⚫ 10 psf for mechanical and electrical equipment • 2 psf for the suspended ceiling Roof live load (snow) S = 35 psf • Floor live load (office) L = 50 psf A. Determine the following: The factored total uniform load in psf on the roof The factored total uniform load in psf on the floor slabs 32'-0" -Column A-1 B-2 Column B-2 Partial Roof and Floor Plan 4 brick- -8" block wall Brick support at each floor SECTION Typical Exterior Beam' or Girder varies SECTION Typical Interior Beam or Girder

Structural Analysis
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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A partial floor plan for a three-story reinforced concrete office building with 10 ft floor-to- floor heights is shown in the next slide. Assume the following: 7" thick slab on the roof and floors 5-ply roofing plus gravel on the roof slab plus 3.5 psf for insulation ½" lightweight finish on the floor slabs • 20 psf for the partitions ⚫ 10 psf for mechanical and electrical equipment • 2 psf for the suspended ceiling Roof live load (snow) S = 35 psf • Floor live load (office) L = 50 psf A. Determine the following: The factored total uniform load in psf on the roof The factored total uniform load in psf on the floor slabs 32'-0" -Column A-1 B-2 Column B-2 Partial Roof and Floor Plan 4 brick- -8" block wall Brick support at each floor SECTION Typical Exterior Beam' or Girder varies SECTION Typical Interior Beam or Girder
Transcribed Image Text:A partial floor plan for a three-story reinforced concrete office building with 10 ft floor-to- floor heights is shown in the next slide. Assume the following: 7" thick slab on the roof and floors 5-ply roofing plus gravel on the roof slab plus 3.5 psf for insulation ½" lightweight finish on the floor slabs • 20 psf for the partitions ⚫ 10 psf for mechanical and electrical equipment • 2 psf for the suspended ceiling Roof live load (snow) S = 35 psf • Floor live load (office) L = 50 psf A. Determine the following: The factored total uniform load in psf on the roof The factored total uniform load in psf on the floor slabs 32'-0" -Column A-1 B-2 Column B-2 Partial Roof and Floor Plan 4 brick- -8" block wall Brick support at each floor SECTION Typical Exterior Beam' or Girder varies SECTION Typical Interior Beam or Girder
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