Q2: Determine allowable design strength for the 46 ksi axially loaded HSS 14×10x shown in the figure. Then design a base plate of A36 steel for the same section. The concrete has a compressive strength (fe- 4 ksi) and the footing has the dimensions (3 ft x 3 ft). (ASD method). 14,6 12 ft. 15 ft. y-axis 27 ft- x-axis

Q2: Determine allowable design strength for the 46 ksi axially loaded HSS 14×10x shown in the figure. Then design a base plate of A36 steel for the same section. The concrete has a compressive strength (fe- 4 ksi) and the footing has the dimensions (3 ft x 3 ft). (ASD method). 14,6 12 ft. 15 ft. y-axis 27 ft- x-axis

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.10.1P

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Question

Q2: Determine allowable design strength for the 46 ksi
axially loaded HSS 14x10x shown in the figure. Then
design a base plate of A36 steel for the same section. The
concrete has a compressive strength (fe- 4 ksi) and the
footing has the dimensions (3 ft x 3 ft). (ASD method).
ace
14,6
12 ft.
著
15 ft.
J
y-axis
-27 ft-
x-axis

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