Å W12X52 and is to cover PL = 2200KW. A fc' = fy= 248 = 20.7 column Questions: a] De termine the Properties: d = 348. 23, supports Service loads of base plate supporting the column entire size. 6.] Determine the C] Determine bf = 316.99 the area the of beaving thickness a of base plate. strength of the concrete pedestal. Use ASD the PD=800kn section. of the base concrete pedestal plate.
Å W12X52 and is to cover PL = 2200KW. A fc' = fy= 248 = 20.7 column Questions: a] De termine the Properties: d = 348. 23, supports Service loads of base plate supporting the column entire size. 6.] Determine the C] Determine bf = 316.99 the area the of beaving thickness a of base plate. strength of the concrete pedestal. Use ASD the PD=800kn section. of the base concrete pedestal plate.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES
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