A built up steel column has section shown in figure which is used to support a square (16 ft) concrete slab with (8 in) thickness as shown in figure. Determine the value of (6) of steel column to carry the applied loads (W-100 psf and Wo excluding slab self-weight = 40 psf). Use LRFD method. Assume KL=6ft. A992 steel is used. Concrete weighs 150 16/ft³ Weld connection is used in built up section 16ft Slab thickness 8in + Built up steel column 16ft- 0.25in f -0.25in Section of steel column

Structural Analysis
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Chapter2: Loads On Structures
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A built up steel column has section shown in figure which is used to support a square (16 ft) concrete
slab with (8 in) thickness as shown in figure. Determine the value of (6) of steel column to carry the
applied loads (W=100 psf and Wo excluding slab self-weight = 40 psf).
Use LRFD method.
Assume KL=6ft.
A992 steel is used.
Concrete weighs 150 16/ft³
Weld connection is used in built up section
16ft
Slab thickness 8in
+
Built up steel
column
16ft-
+
0.25in
-0.25in
Section of steel column
Transcribed Image Text:A built up steel column has section shown in figure which is used to support a square (16 ft) concrete slab with (8 in) thickness as shown in figure. Determine the value of (6) of steel column to carry the applied loads (W=100 psf and Wo excluding slab self-weight = 40 psf). Use LRFD method. Assume KL=6ft. A992 steel is used. Concrete weighs 150 16/ft³ Weld connection is used in built up section 16ft Slab thickness 8in + Built up steel column 16ft- + 0.25in -0.25in Section of steel column
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