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2-1. The steel framework is used to support the reinforced stone concrete slab that is used for an office. The slab is 200 mm thick. Sketch the loading that acts along members BE and FED. Take a = 2 m, b = 5 m. Hint: See Tables 1.2 and 1.4. B

2-1. The steel framework is used to support the reinforced stone concrete slab that is used for an office. The slab is 200 mm thick. Sketch the loading that acts along members BE and FED. Take a = 2 m, b = 5 m. Hint: See Tables 1.2 and 1.4. B

Mechanics of Materials (MindTap Course List)
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.3.23P: ,3-23 A 200-lb trap door (AD) is supported by a strut (BC) which is pin connected to the door at B...
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2-1. The steel framework is used to support the reinforced stone concrete slab that is used for an office. The slab is 200 mm thick. Sketch the loading that acts along members BE and FED. Take a = 2 m, b = 5 m. Hint: See Tables 1.2 and 1.4. B 8 E D
Transcribed Image Text:2-1. The steel framework is used to support the reinforced stone concrete slab that is used for an office. The slab is 200 mm thick. Sketch the loading that acts along members BE and FED. Take a = 2 m, b = 5 m. Hint: See Tables 1.2 and 1.4. B 8 E D
TABLE 1.2 Minimum Densities for Design Loads from Materials* Aluminum Concrete, cinder Concrete, stone Clay, dry Clay, damp Sand and gravel, dry, loose Sand and gravel, wet Masonry, lightweight concrete units Masonry, normal weight units Plywood Steel, cold-drawn Wood, Douglas Fir Wood, Southern Pine Wood, spruce lb/ft³ 170 108 144 63 110 100 120 105 135 36 492 34 37 29 kN/m³ 27 17.0 22.6 9.9 17.3 15.7 18.9 16.5 21.2 5.7 77.3 5.3 5.8 4.5 *Minimum Densities for Design Loads from Materials. Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16. Copies of this standard may be purchased from ASCE at www.asce. org/publications. TABLE 1.4 Minimum Live Loads* Occupancy or Use Assembly areas and theaters Fixed seats Movable seats Garages (passenger cars only) Office buildings Lobbies Offices Storage warehouse Light Heavy Live Load kN/m² lb/ft² 60 100 40 100 50 125 250 2.87 4.79 1.92 4.79 2.40 6.00 11.97 Occupancy or Use Residential Dwellings (one- and two-family) Hotels and multifamily houses Private rooms and corridors Public rooms and corridors Schools Classrooms First-floor corridors Corridors above first floor Live Load lb/ft² 40 40 100 40 100 80 kN/m² 1.92 1.92 4.79 1.92 4.79 3.83 *Minimum Live Loads. Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16, American Society of Civil Engineers.
Transcribed Image Text:TABLE 1.2 Minimum Densities for Design Loads from Materials* Aluminum Concrete, cinder Concrete, stone Clay, dry Clay, damp Sand and gravel, dry, loose Sand and gravel, wet Masonry, lightweight concrete units Masonry, normal weight units Plywood Steel, cold-drawn Wood, Douglas Fir Wood, Southern Pine Wood, spruce lb/ft³ 170 108 144 63 110 100 120 105 135 36 492 34 37 29 kN/m³ 27 17.0 22.6 9.9 17.3 15.7 18.9 16.5 21.2 5.7 77.3 5.3 5.8 4.5 *Minimum Densities for Design Loads from Materials. Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16. Copies of this standard may be purchased from ASCE at www.asce. org/publications. TABLE 1.4 Minimum Live Loads* Occupancy or Use Assembly areas and theaters Fixed seats Movable seats Garages (passenger cars only) Office buildings Lobbies Offices Storage warehouse Light Heavy Live Load kN/m² lb/ft² 60 100 40 100 50 125 250 2.87 4.79 1.92 4.79 2.40 6.00 11.97 Occupancy or Use Residential Dwellings (one- and two-family) Hotels and multifamily houses Private rooms and corridors Public rooms and corridors Schools Classrooms First-floor corridors Corridors above first floor Live Load lb/ft² 40 40 100 40 100 80 kN/m² 1.92 1.92 4.79 1.92 4.79 3.83 *Minimum Live Loads. Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16, American Society of Civil Engineers.
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