Design a bearing plate of A36 steel to support à beam reaction consisting of 28 kips dead load and 56 kips live load. Assume that the bearing plate will rest on concrete with a surface area larger than the bearing area by an amount equal to 1 inch of concrete on all sides of the plate. The beam is a W30 X 99 with F, = 50 ksi, and the concrete strength is f = 3 ksi. a. Use LRFD. b. Use ASD.

Structural Analysis
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Chapter2: Loads On Structures
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5.14-2 Design a bearing plate of A36 steel to support a beam reaction consisting
of 28 kips dead load and 56 kips live load. Assume that the bearing plate
will rest on concrete with a surface area larger than the bearing area by an
amount equal to 1 inch of concrete on all sides of the plate. The beam is a
W30 X 99 with F, = 50 ksi, and the concrete streng th is f.
= 3 ksi.
a. Use LRFD.
b. Use ASD.
Transcribed Image Text:5.14-2 Design a bearing plate of A36 steel to support a beam reaction consisting of 28 kips dead load and 56 kips live load. Assume that the bearing plate will rest on concrete with a surface area larger than the bearing area by an amount equal to 1 inch of concrete on all sides of the plate. The beam is a W30 X 99 with F, = 50 ksi, and the concrete streng th is f. = 3 ksi. a. Use LRFD. b. Use ASD.
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