5-8. Refer to the following floor framing plan shown in Figure 5-18 and the following assumptions: I G-2 I G-2 I B-1 B-2 B-2 B-1 -C-1 ∙H+ 30-0 30-0" FIGURE 5-18 Floor framing plan for Exercise 5-8 4@7'-0"=28'-0" 4@7'-0"=28'-0" C-1 is a W8 x 31; Steel is ASTM A992 Grade 50 • Column unbraced length is 15-0"; K=1.0 • Floor dead load is 72 psf (includes self-weight) • Ignore connection eccentricities Determine the following: a. Design axial compressive strength, in kips, for C-1. b. The design service live load capacity of the floor in psf based on the axial strength of C-1. c. Using the live load table in ASCE 7 assign a possible occupancy type based on part (b).
5-8. Refer to the following floor framing plan shown in Figure 5-18 and the following assumptions: I G-2 I G-2 I B-1 B-2 B-2 B-1 -C-1 ∙H+ 30-0 30-0" FIGURE 5-18 Floor framing plan for Exercise 5-8 4@7'-0"=28'-0" 4@7'-0"=28'-0" C-1 is a W8 x 31; Steel is ASTM A992 Grade 50 • Column unbraced length is 15-0"; K=1.0 • Floor dead load is 72 psf (includes self-weight) • Ignore connection eccentricities Determine the following: a. Design axial compressive strength, in kips, for C-1. b. The design service live load capacity of the floor in psf based on the axial strength of C-1. c. Using the live load table in ASCE 7 assign a possible occupancy type based on part (b).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:5-8. Refer to the following floor framing plan shown in Figure 5-18 and the following
assumptions:
I
G-2
I
G-2
I
B-1
B-2
B-2
B-1
-C-1
∙H+
30-0
30-0"
FIGURE 5-18 Floor framing plan for Exercise 5-8
4@7'-0"=28'-0"
4@7'-0"=28'-0"
C-1 is a W8 x 31; Steel is ASTM A992 Grade 50
• Column unbraced length is 15-0"; K=1.0
• Floor dead load is 72 psf (includes self-weight)
• Ignore connection eccentricities
Determine the following:
a. Design axial compressive strength, in kips, for C-1.
b. The design service live load capacity of the floor in psf based on the axial strength
of C-1.
c. Using the live load table in ASCE 7 assign a possible occupancy type based on part (b).
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