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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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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A
and
is to
W12x52 column
PL = 2200KN. A
cover
fc' =
20.7
fy= 248
the
Properties:
d = 348. 23,
Questions:
a] De termine
6.] Determine
C] Determine
bf
Size
the
supports
Service
loads
of
base plate supporting the column
entire
the
the
=
area
३/७.99
the
of
beaving
thickness
a
of
base plate.
strength
of
the
PD= 800kn
section
concrete pedestal. Use ASD
of the
base
concrete pedestal
plate.
Transcribed Image Text:A and is to W12x52 column PL = 2200KN. A cover fc' = 20.7 fy= 248 the Properties: d = 348. 23, Questions: a] De termine 6.] Determine C] Determine bf Size the supports Service loads of base plate supporting the column entire the the = area ३/७.99 the of beaving thickness a of base plate. strength of the PD= 800kn section concrete pedestal. Use ASD of the base concrete pedestal plate.
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