A W14X145 Column A992 steel carries axial loads of DL=400 Kips and LL=275 kips. Assume a concrete pedestal is 25’’ by 25’’ and will be under the base plate. The steel base plate is A36 and the concrete has f’c = 3 ksi. Use the AISC LRFD method only to design a base plate. Note: A36 Fy=36 ksi W14x145 d = 8 in Bf =5 in what is the following: Required (Demand) Load in LRFD (use appropritate load combinations) Required Minimum Area in mm^2 of base plate based on the bearing capacity of concrete. (Use A1
A W14X145 Column A992 steel carries axial loads of DL=400 Kips and LL=275 kips. Assume a concrete pedestal is 25’’ by 25’’ and will be under the base plate. The steel base plate is A36 and the concrete has f’c = 3 ksi. Use the AISC LRFD method only to design a base plate. Note: A36 Fy=36 ksi W14x145 d = 8 in Bf =5 in what is the following: Required (Demand) Load in LRFD (use appropritate load combinations) Required Minimum Area in mm^2 of base plate based on the bearing capacity of concrete. (Use A1
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.5.11P
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A W14X145 Column A992 steel carries axial loads of DL=400 Kips and LL=275 kips. Assume a concrete pedestal is 25’’ by 25’’ and will be under the base plate. The steel base plate is A36 and the concrete has f’c = 3 ksi. Use the AISC LRFD method only to design a base plate.
Note: A36 Fy=36 ksi
W14x145
d = 8 in
Bf =5 in
what is the following:
Required (Demand) Load in LRFD (use appropritate load combinations)
Required Minimum Area in mm^2 of base plate based on the bearing capacity of concrete. (Use A1<A2)
Required width of the Square Base Plate. (Round up to the nearest whole number in inches)
Required thickness of the plate in inches. (Do not Round your Answer use Exact Value)
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