Steel girder (A = 27,700 mm²) Steel floor beam (A = 10,450 mm²) A 6 m B -Steel column D E F 4. G H 100 mm concrete slab 3 at 3 m = 9 m Table 205-1 Minimum Uniform and Concentrated Live Loads Table 205-1 Minimum Uniform and Concentrated Live Loads (continued) Use or Occupancy Category Description Uniform Load' Pa Concentrated Load KN Use or Occupancy Uniform Load Concentrated Load Category Description 5 KN Call centers and business processing Office use 24 90' 2.9 9.0 offices 1. Access floor systems 13. Office Computer use 4.3 9.0° Lobbies and ground floor corridors 48 9.0 Other offices 24 907 2. Armories 7.2 ° Press rooms 72 11.0 Fixed seats 2.9 ° 14 Priming plants Composing and linotype rooms 4.8 90 3. Theaters. assembly Movable seats 4.3 0 Basic floor a 19 areas and auditoriums Lobbies and platforms Stage areas 4.3 ° Exterior balconies 2.91 ° 15. Residential 72 ° 4. Bowling alleys, poolrooms Decks Storage 19 ° 19 ° and similar recreational 3.6 ° - areas 5. Catwalk for maintenance 17. Reviewing sands 1.9 13 grandstands, Heachers, and 43 0 folding and telescoping seating 6. Comices and marquees 7. Dining rooms and restaurants 8. Exit facilities 3.6' ° 15. Roof decks Same as area served or occupancy 4.8 ° Classrooms 1.9 437 4.3 0° 19. Schools Corridors above ground floor 18 4.5 General storage and/or repair 4.3 Ground floor corridors 48 4.5 20. Sidewalks and driveways Public access 12.0 9. Parking Garages and Ramps Public parking and ramps 4.3 Private (residential) or pleasure Light 60 21. 24 type motor vehicle storage Heavy 12.0 - Wards and rooms 1.9 457 Retail 48 457 22. Stores 10. Hospitals Laboratories and operating rooms 2.9 457 Wholesale 60 134 Corridors above ground floor 3.8 4.5 23. Pedestrian bridges and walkways 48 Reading rooms 2.9 45' Now for Table 305-1 I shall be designed to spot 13 N 11. Libraries Stack rooms 7.2 457 Corridors above ground floor 3.8 45 See Section 205.33 designed for the for c Light 60 9.0' load See Table 205-2 for while barriers 12. Manufacturing Heavy 120 13.47 Building corridors above ground 3.8 9.0 floor 24
Steel girder (A = 27,700 mm²) Steel floor beam (A = 10,450 mm²) A 6 m B -Steel column D E F 4. G H 100 mm concrete slab 3 at 3 m = 9 m Table 205-1 Minimum Uniform and Concentrated Live Loads Table 205-1 Minimum Uniform and Concentrated Live Loads (continued) Use or Occupancy Category Description Uniform Load' Pa Concentrated Load KN Use or Occupancy Uniform Load Concentrated Load Category Description 5 KN Call centers and business processing Office use 24 90' 2.9 9.0 offices 1. Access floor systems 13. Office Computer use 4.3 9.0° Lobbies and ground floor corridors 48 9.0 Other offices 24 907 2. Armories 7.2 ° Press rooms 72 11.0 Fixed seats 2.9 ° 14 Priming plants Composing and linotype rooms 4.8 90 3. Theaters. assembly Movable seats 4.3 0 Basic floor a 19 areas and auditoriums Lobbies and platforms Stage areas 4.3 ° Exterior balconies 2.91 ° 15. Residential 72 ° 4. Bowling alleys, poolrooms Decks Storage 19 ° 19 ° and similar recreational 3.6 ° - areas 5. Catwalk for maintenance 17. Reviewing sands 1.9 13 grandstands, Heachers, and 43 0 folding and telescoping seating 6. Comices and marquees 7. Dining rooms and restaurants 8. Exit facilities 3.6' ° 15. Roof decks Same as area served or occupancy 4.8 ° Classrooms 1.9 437 4.3 0° 19. Schools Corridors above ground floor 18 4.5 General storage and/or repair 4.3 Ground floor corridors 48 4.5 20. Sidewalks and driveways Public access 12.0 9. Parking Garages and Ramps Public parking and ramps 4.3 Private (residential) or pleasure Light 60 21. 24 type motor vehicle storage Heavy 12.0 - Wards and rooms 1.9 457 Retail 48 457 22. Stores 10. Hospitals Laboratories and operating rooms 2.9 457 Wholesale 60 134 Corridors above ground floor 3.8 4.5 23. Pedestrian bridges and walkways 48 Reading rooms 2.9 45' Now for Table 305-1 I shall be designed to spot 13 N 11. Libraries Stack rooms 7.2 457 Corridors above ground floor 3.8 45 See Section 205.33 designed for the for c Light 60 9.0' load See Table 205-2 for while barriers 12. Manufacturing Heavy 120 13.47 Building corridors above ground 3.8 9.0 floor 24
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The roof system of an office building consists of a 100 mm-thick reinforced concrete slab resting on four steel beams (A = 10;450 mm2), which are supported by two steel girders (A = 27,700 mm2). The girders, in turn, are supported by four columns.
I. Determine the dead loads acting on beam AB, beam
EF, and girder AG.
II. Determine the live loads acting on beam AB, beam EF, and girder AG.
Show handwritten free body diagram for beam AB, EF and girder AG and solutions.
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