The building shown in Figure 1 is subjected to an unfactored dead load of 45 psf and an unfactored live load of 65 psf. 15 ft (typ.) 14 in.. square column U A D ☐ BC √ 22 ft (typ.) DE F G 4 ♫ H Building Plan View КО U 30 ft (typ.) 16 ft (typ.) Figure 1. A BC 22 ft (typ.) 777 DE F G 777 Building Elevation View Unfactored Loads 9DL= 45 psf (includes self-weight) qLL = 65 psf Roof 3rd Floor 2nd Floor
The building shown in Figure 1 is subjected to an unfactored dead load of 45 psf and an unfactored live load of 65 psf. 15 ft (typ.) 14 in.. square column U A D ☐ BC √ 22 ft (typ.) DE F G 4 ♫ H Building Plan View КО U 30 ft (typ.) 16 ft (typ.) Figure 1. A BC 22 ft (typ.) 777 DE F G 777 Building Elevation View Unfactored Loads 9DL= 45 psf (includes self-weight) qLL = 65 psf Roof 3rd Floor 2nd Floor
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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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Determine the factored uniform line load, wu, acting on girder HK.

Transcribed Image Text:The building shown in Figure 1 is subjected to an unfactored dead load of 45 psf and an unfactored
live load of 65 psf.
15 ft
(typ.)
14 in..
square
column
A
☐
BC
□
22 ft (typ.)
DE F G
K
Building Plan View
30 ft
(typ.)
16 ft (typ.)
Figure 1
A
BC
22 ft (typ.)
DE F
777
Building Elevation View
G
Unfactored Loads
9DL= 45 psf (includes self-weight)
qu = 65 psf
Roof
-3rd Floor
2nd Floor
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