Beam Bearing Plates and Column Base Plates 5.14-1 A W14 X 61 must support a concentrated service live load of 85 kips applied to the top flange. Assume that the load is at a distance of at least half the beam danth feom the support and design a bearing plate. Use F, = 50 ksi for the beam and F, = 36 ksi for the plate. a. Use LRFD. b. Use ASD.

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Beam Bearing Plates and Column Base Plates
5.14-1 A W14 X 61 must support a concentrated service live load of 85 kips applied
to the top flange. Assume that the load is at a distance of at least half the
beam danth from the support and design a bearing plate. Use F, = 50 ksi
for the beam and F, = 36 ksi for the plate.
a. Use LRFD.
b. Use ASD.
ana
Transcribed Image Text:Beam Bearing Plates and Column Base Plates 5.14-1 A W14 X 61 must support a concentrated service live load of 85 kips applied to the top flange. Assume that the load is at a distance of at least half the beam danth from the support and design a bearing plate. Use F, = 50 ksi for the beam and F, = 36 ksi for the plate. a. Use LRFD. b. Use ASD. ana
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