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Fill the blank, some possible answers (some may be used more than once, some not at all): beam(s) column(s), coped (or removed), flange (s) girder (s), level, metal deck, nothing (or no connection, perpendicular, single plate, simple, studs, web(s)

Fill the blank, some possible answers (some may be used more than once, some not at all): beam(s) column(s), coped (or removed), flange (s) girder (s), level, metal deck, nothing (or no connection, perpendicular, single plate, simple, studs, web(s)

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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Fill the blank, some possible answers (some may be used more than once, some not at all): beam(s) column(s), coped (or removed), flange (s) girder (s), level, metal deck, nothing (or no connection, perpendicular, single plate, simple, studs, web(s)
Transcribed Image Text:Fill the blank, some possible answers (some may be used more than once, some not at all): beam(s) column(s), coped (or removed), flange (s) girder (s), level, metal deck, nothing (or no connection, perpendicular, single plate, simple, studs, web(s)
A. This window into the concrete shows us the welded wire reinforcement and headed shear. typical floor slab construction. The headed shear stud is welded to the steel below to make a composite, C. At the corner of one of the 3rd floor classrooms, the steel girder is connected to the column with a bolted, at the girder web and We would assume for this girder. 1. in at the girder flanges. supports E. This is the framing system in a 3rd floor classroom. The girder supports beams that are spaced at approximately 10 feet. The beams support the roofing and corrugated metal deck; the deck ribs are oriented to the beams. G. This is a connection of a beam web to a girder web. Note that the top flange of the beam is at the girder. This allows the beam flange and girder flange to be at the same elevation, and the roof or floor slab can be. (Hint: photo from same classroom as C.) The loads on the floor slab (concrete on metal deck) "flow" through the slab to the The resist those loads through flexure and shear, and transfer forces to the also resist loads through The flexure and shear, and the. at the orange wall is supported at the columns.
Transcribed Image Text:A. This window into the concrete shows us the welded wire reinforcement and headed shear. typical floor slab construction. The headed shear stud is welded to the steel below to make a composite, C. At the corner of one of the 3rd floor classrooms, the steel girder is connected to the column with a bolted, at the girder web and We would assume for this girder. 1. in at the girder flanges. supports E. This is the framing system in a 3rd floor classroom. The girder supports beams that are spaced at approximately 10 feet. The beams support the roofing and corrugated metal deck; the deck ribs are oriented to the beams. G. This is a connection of a beam web to a girder web. Note that the top flange of the beam is at the girder. This allows the beam flange and girder flange to be at the same elevation, and the roof or floor slab can be. (Hint: photo from same classroom as C.) The loads on the floor slab (concrete on metal deck) "flow" through the slab to the The resist those loads through flexure and shear, and transfer forces to the also resist loads through The flexure and shear, and the. at the orange wall is supported at the columns.
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