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2. Calculate the loads from the floor acting on Columns G and I. Draw the idealized loading diagrams for all members that must be considered to calculate the loads acting on these two columns. Dead Loads: . The shaded office area has an 8" thick reinforced concrete floor slab as does the cantilever balcony. • The remaining space (with the exception of the opening) has a 6" thick reinforced concrete floor slab. • • ● • 0 0 All slabs have a 10 psf superimposed dead load. All exterior girders (drawn as thick lines) carry a 600 lb./ft. load from exterior walls. Live Loads: • Office and balcony areas have a live load of 50 lb./ft.² • The remaining space (with the exception of the opening) has live load of 125 psf. A Beams BE, EH, and HI carry a 300 lb./ft. load from interior partition walls. Assume all exterior girders are W21x101 steel beams (note: 21 is the nominal depth of the beam in inches and 101 is the self-weight in lb./ft.) Assume all interior beams are W18x86. Assume a unit weight of 150 lb./ft.³ for the concrete slabs. 10' 10' G Open to Below 12' B 0 D RC Hone Space) 20° L Cantilever. Balcony 0 12' 6'

2. Calculate the loads from the floor acting on Columns G and I. Draw the idealized loading diagrams for all members that must be considered to calculate the loads acting on these two columns. Dead Loads: . The shaded office area has an 8" thick reinforced concrete floor slab as does the cantilever balcony. • The remaining space (with the exception of the opening) has a 6" thick reinforced concrete floor slab. • • ● • 0 0 All slabs have a 10 psf superimposed dead load. All exterior girders (drawn as thick lines) carry a 600 lb./ft. load from exterior walls. Live Loads: • Office and balcony areas have a live load of 50 lb./ft.² • The remaining space (with the exception of the opening) has live load of 125 psf. A Beams BE, EH, and HI carry a 300 lb./ft. load from interior partition walls. Assume all exterior girders are W21x101 steel beams (note: 21 is the nominal depth of the beam in inches and 101 is the self-weight in lb./ft.) Assume all interior beams are W18x86. Assume a unit weight of 150 lb./ft.³ for the concrete slabs. 10' 10' G Open to Below 12' B 0 D RC Hone Space) 20° L Cantilever. Balcony 0 12' 6'

Architectural Drafting and Design (MindTap Course List)
Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter29: Design Criteria For Structural Loading
Section: Chapter Questions
Problem 29.3Q
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The second story floor plan of a light storage warehouse is shown below. 1. Illustrate in plan view how the floor loads are transferred to all supporting beams and girders. 2. Calculate the loads from the floor acting on Columns G and I. Draw the idealized loading diagrams for all members that must be considered to calculate the loads acting on these two columns. Dead Loads: • The shaded office area has an 8" thick reinforced concrete floor slab as does the cantilever balcony. • The remaining space (with the exception of the opening) has a 6" thick reinforced concrete floor slab. • ● ● • • ● Live Loads: 0 All slabs have a 10 psf superimposed dead load. All exterior girders (drawn as thick lines) carry a 600 lb./ft. load from exterior walls. 0 Beams BE, EH, and HI carry a 300 lb./ft. load from interior partition walls. Assume all exterior girders are W21x101 steel beams (note: 21 is the nomin depth of the beam in inches and 101 is the self-weight in lb./ft.) Assume all interior beams are W18x86. Assume a unit weight of 150 lb./ft.³ for the concrete slabs. Office and balcony areas have a live load of 50 lb./ft.² The remaining space (with the exception of the opening) has live load of 125 psf. 10' 10' Open to Below 12' B 20¹ Cantilever Balcony 0 4 12' 6' 6'
Transcribed Image Text:The second story floor plan of a light storage warehouse is shown below. 1. Illustrate in plan view how the floor loads are transferred to all supporting beams and girders. 2. Calculate the loads from the floor acting on Columns G and I. Draw the idealized loading diagrams for all members that must be considered to calculate the loads acting on these two columns. Dead Loads: • The shaded office area has an 8" thick reinforced concrete floor slab as does the cantilever balcony. • The remaining space (with the exception of the opening) has a 6" thick reinforced concrete floor slab. • ● ● • • ● Live Loads: 0 All slabs have a 10 psf superimposed dead load. All exterior girders (drawn as thick lines) carry a 600 lb./ft. load from exterior walls. 0 Beams BE, EH, and HI carry a 300 lb./ft. load from interior partition walls. Assume all exterior girders are W21x101 steel beams (note: 21 is the nomin depth of the beam in inches and 101 is the self-weight in lb./ft.) Assume all interior beams are W18x86. Assume a unit weight of 150 lb./ft.³ for the concrete slabs. Office and balcony areas have a live load of 50 lb./ft.² The remaining space (with the exception of the opening) has live load of 125 psf. 10' 10' Open to Below 12' B 20¹ Cantilever Balcony 0 4 12' 6' 6'
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