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Problem No. 6 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 use the Table Below

Problem No. 6 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 use the Table Below

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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Ib/ft> kN/m³ Live Load Live Load Occupancy or Use Assembly arcas and theaters Occupancy or Use Aluminum 170 26.7 psf kN/m² psf kN/m? Residential Concrete, plain cinder Concrete, plain stone Concrete, reinforced cinder 108 120 144 22.6 287 Dwellings (one- and two-family) Hotels and multifamily houses Fixed seats 60 40 1.92 111 174 Movable seats 100 4.79 Concrete, reinforced stone 150 23.6 1.92 Garages (passenger cars only) Office buildings 40 Private rooms and corridors 40 1.92 Clay, dry Clay, damp Sand and gravel, dry, loose Sand and gravel, wet Masonry, lightweight solid 63 9.9 Public rooms and corridors 100 4.79 110 123 Lobbies 100 4.79 Schools 100 15.7 Ofices Storage warehouse Light Heavy "Minimum Live Londs Repa oduced with perminion from American Soxiety of Civil Engineers Minbnum Destyn Loads for Buildings and Orher Sinuctures, 50 2.40 Classrooms 1.92 4.79 40 120 18.9 First-floor corridors 100 105 16.5 125 6.00 Corridors above first floor 80 3.83 concrete 250 11.97 Masonry, normal weight Plywood Steel, cold-drawn 135 21.2 36 5.7 ASCESEI 7-10, Amenican Society of Civil Engineen 492 723 Wood, Douglas Fir Wood, Southern Pine Wood, spruce 34 5.3 37 5.8 29 4.5 "Minimum Demities for Dosign Loads from Materials, Reproducod with permission from American Society of Civil Enginoers Minimum Dasign Loads for Buildings and Orher Structures, ASCE SEI 7-10, Copies of this standard may be purchaed from ASCE at www.puhace.org, American Society of Civil Engincen.
Transcribed Image Text:Ib/ft> kN/m³ Live Load Live Load Occupancy or Use Assembly arcas and theaters Occupancy or Use Aluminum 170 26.7 psf kN/m² psf kN/m? Residential Concrete, plain cinder Concrete, plain stone Concrete, reinforced cinder 108 120 144 22.6 287 Dwellings (one- and two-family) Hotels and multifamily houses Fixed seats 60 40 1.92 111 174 Movable seats 100 4.79 Concrete, reinforced stone 150 23.6 1.92 Garages (passenger cars only) Office buildings 40 Private rooms and corridors 40 1.92 Clay, dry Clay, damp Sand and gravel, dry, loose Sand and gravel, wet Masonry, lightweight solid 63 9.9 Public rooms and corridors 100 4.79 110 123 Lobbies 100 4.79 Schools 100 15.7 Ofices Storage warehouse Light Heavy "Minimum Live Londs Repa oduced with perminion from American Soxiety of Civil Engineers Minbnum Destyn Loads for Buildings and Orher Sinuctures, 50 2.40 Classrooms 1.92 4.79 40 120 18.9 First-floor corridors 100 105 16.5 125 6.00 Corridors above first floor 80 3.83 concrete 250 11.97 Masonry, normal weight Plywood Steel, cold-drawn 135 21.2 36 5.7 ASCESEI 7-10, Amenican Society of Civil Engineen 492 723 Wood, Douglas Fir Wood, Southern Pine Wood, spruce 34 5.3 37 5.8 29 4.5 "Minimum Demities for Dosign Loads from Materials, Reproducod with permission from American Society of Civil Enginoers Minimum Dasign Loads for Buildings and Orher Structures, ASCE SEI 7-10, Copies of this standard may be purchaed from ASCE at www.puhace.org, American Society of Civil Engincen.
Problem No. 6 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 use the Table Below
Transcribed Image Text:Problem No. 6 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 use the Table Below
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