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)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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)
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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