Figure 1.2 shows a floor plan consisting of a one-way slab spanning betweenbeams on grid lines A, B, C, and D. The beams are supported on columns at theintersections of numbered and lettered grid lines. Unfactored dead and live loadscarried by the slab are shown. a)Compute the factored dead and live loads based on 1.2D and 1.6 L. b)Determine the tributary width for the beam on Line B and the total factored load (plf) carried by the beam. (Neglect beam weight) c) Determine the tributary area for the column at the intersection of Lines B and 2. Compute the total factored load (lbs) transferred to the column. Assume the column is 12 in. x 12 in.
Figure 1.2 shows a floor plan consisting of a one-way slab spanning betweenbeams on grid lines A, B, C, and D. The beams are supported on columns at theintersections of numbered and lettered grid lines. Unfactored dead and live loadscarried by the slab are shown. a)Compute the factored dead and live loads based on 1.2D and 1.6 L. b)Determine the tributary width for the beam on Line B and the total factored load (plf) carried by the beam. (Neglect beam weight) c) Determine the tributary area for the column at the intersection of Lines B and 2. Compute the total factored load (lbs) transferred to the column. Assume the column is 12 in. x 12 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Figure 1.2 shows a floor plan consisting of a one-way slab spanning
betweenbeams on grid lines A, B, C, and D. The beams are supported on
columns at theintersections of numbered and lettered grid lines. Unfactored
dead and live loadscarried by the slab are shown.
a)Compute the factored dead and live loads based on 1.2D and 1.6 L.
b)Determine the tributary width for the beam on Line B and the total
factored load (plf) carried by the beam. (Neglect beam weight)
c) Determine the tributary area for the column at the intersection of Lines B
and 2. Compute the total factored load (lbs) transferred to the column.
Assume the column is 12 in. x 12 in.
22-144 200 SHEETS
O
3
18'
SE
Dead:
Live:
20'
Unfactored Loads
W₁ = 100pst
W₁ = 70 psf
Beam on Line B:
Column
on
Beams
Line B/2
Columns
One-way slab
4
FLOOR PLAN
20'
Trib.width =
C
1
Trib. area =
-
Factored Loads_
20'
Beam Load=
Column Load=
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