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).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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