Use LRFD method to find maximum distributed live load (W₂) that can be applied on the concrete slab shown. The details of steel columns and concrete slab are shown in figure. The concrete slab carried (Wo excluding slab self-weight = 20 psf). Weld connection is used in built up section Assume KL=8ft. A992 steel is used. Slab thickness=8in. Concrete weighs 150 16/ft³ 10ft + -100- W₁ = 20 psf W₁= ? + Built up steel column -2.5ft--2.5-2.5f-2.5ft- 2.5ft 2.5ft 2.50 2.5ft + Built up steel column 4L6*6*1
Use LRFD method to find maximum distributed live load (W₂) that can be applied on the concrete slab shown. The details of steel columns and concrete slab are shown in figure. The concrete slab carried (Wo excluding slab self-weight = 20 psf). Weld connection is used in built up section Assume KL=8ft. A992 steel is used. Slab thickness=8in. Concrete weighs 150 16/ft³ 10ft + -100- W₁ = 20 psf W₁= ? + Built up steel column -2.5ft--2.5-2.5f-2.5ft- 2.5ft 2.5ft 2.50 2.5ft + Built up steel column 4L6*6*1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Use LRFD method to find maximum distributed live load (W) that can be applied on the concrete
slab shown. The details of steel columns and concrete slab are shown in figure. The concrete slab
carried (Wo excluding slab self-weight = 20 psf).
Weld connection is used in built up section
Assume KL=8ft.
A992 steel is used.
Slab thickness=8in.
Concrete weighs 150 16/ft³
10ft
100-
W₁ = 20 psf
W₁= ?
+
Built up steel
column
+
-2.5ft--2.5ft--2.5ft-- 2.5ft-
2.5ft
2.5ft
2.50
2.5ft
+
Built up steel column
4L6*6*1
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