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Q4) 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. Please refer Tables 1.2 and 1.4. B TABLE 1.2 Minimum Densities for Design Loads from Materials* Aluminum Concrete, plain cinder Concrete, plain stone Concrete, reinforced cinder Concrete, reinforced stone Clay, dry Clay, damp Sand and gravel, dry, loose Sand and gravel, wet Masonry, lightweight solid concrete Masonry, normal weight Plywood Steel, cold-drawn Wood, Douglas Fir Wood, Southern Pine Wood, spruce lb/ft³ 170 108 144 111 150 63 110 100 120 105 135 36 492 34 37 29 kN/m³ 26.7 17.0 22.6 174 23.6 9.9 173 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 7-10. Copies of this standard may be purchaed from ASCE at www.pubs.asce.org, American Society of Civil Engineers.

Q4) 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. Please refer Tables 1.2 and 1.4. B TABLE 1.2 Minimum Densities for Design Loads from Materials* Aluminum Concrete, plain cinder Concrete, plain stone Concrete, reinforced cinder Concrete, reinforced stone Clay, dry Clay, damp Sand and gravel, dry, loose Sand and gravel, wet Masonry, lightweight solid concrete Masonry, normal weight Plywood Steel, cold-drawn Wood, Douglas Fir Wood, Southern Pine Wood, spruce lb/ft³ 170 108 144 111 150 63 110 100 120 105 135 36 492 34 37 29 kN/m³ 26.7 17.0 22.6 174 23.6 9.9 173 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 7-10. Copies of this standard may be purchaed from ASCE at www.pubs.asce.org, American Society of Civil Engineers.

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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Q4) 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. Please refer Tables 1.2 and 1.4. Occupancy or Use Assembly areas and theaters. Fixed seats Movable seats Garages (passenger cars only) Office buildings Lobbies Offices Storage warehouse Light Heavy TABLE 1.4 Minimum Live Loads* TABLE 1.2 Minimum Densities for Design Loads from Materials* Aluminum Concrete, plain cinder Concrete, plain stone Concrete, reinforced cinder Concrete, reinforced stone Clay, dry Clay, damp Sand and gravel, dry, loose Sand and gravel, wet Masonry, lightweight solid concrete B Masonry, normal weight Plywood Steel, cold-drawn Wood, Douglas Fir Wood, Southern Pine Wood, spruce psf 60 100 40 100 50 125 250 *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 7-10. Copies of this standard may be purchaed from ASCE at www.pubs.asce.org, American Society of Civil Engineers. Live Load kN/m² 2.87 4.79 1.92 4.79 2.40 lb/ft³ 170 108 144 111 150 63 110 100 120 105 6.00 11.97 135 36 492 34 37 29 D kN/m³ 26.7 17.0 22.6 17.4 23.6 9.9 17.3 15.7 18.9 16.5 Schools 21.2 5.7 77.3 5.3 5.8 4.5 Occupancy or Use Residential Dwellings (one- and two-family) Hotels and multifamily houses Private rooms and corridors Public rooms and corridors Classrooms First-floor corridors Corridors above first floor Live Load psf kN/m² 40 40 100 40 100 80 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 7-10, American Society of Civil Engineers.
Transcribed Image Text:Q4) 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. Please refer Tables 1.2 and 1.4. Occupancy or Use Assembly areas and theaters. Fixed seats Movable seats Garages (passenger cars only) Office buildings Lobbies Offices Storage warehouse Light Heavy TABLE 1.4 Minimum Live Loads* TABLE 1.2 Minimum Densities for Design Loads from Materials* Aluminum Concrete, plain cinder Concrete, plain stone Concrete, reinforced cinder Concrete, reinforced stone Clay, dry Clay, damp Sand and gravel, dry, loose Sand and gravel, wet Masonry, lightweight solid concrete B Masonry, normal weight Plywood Steel, cold-drawn Wood, Douglas Fir Wood, Southern Pine Wood, spruce psf 60 100 40 100 50 125 250 *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 7-10. Copies of this standard may be purchaed from ASCE at www.pubs.asce.org, American Society of Civil Engineers. Live Load kN/m² 2.87 4.79 1.92 4.79 2.40 lb/ft³ 170 108 144 111 150 63 110 100 120 105 6.00 11.97 135 36 492 34 37 29 D kN/m³ 26.7 17.0 22.6 17.4 23.6 9.9 17.3 15.7 18.9 16.5 Schools 21.2 5.7 77.3 5.3 5.8 4.5 Occupancy or Use Residential Dwellings (one- and two-family) Hotels and multifamily houses Private rooms and corridors Public rooms and corridors Classrooms First-floor corridors Corridors above first floor Live Load psf kN/m² 40 40 100 40 100 80 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 7-10, American Society of Civil Engineers.
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