Col. Col. 30'-0" Beam or W14 x 82
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the following designs, use A36 steel for the angles and A992 steel for the beam and column. Use LRFD. a. Design a simply supported beam for the conditions shown in Figure P8.39. In addition to its own weight, the beam must support a service live load of 4 kipsyfoot. Assume continuous lateral support of the compression flange. Deflection is not a design consideration. b. Design an allbolted, doubleangle connection. Do not consider eccentricity. Use bearingtype bolts. c. Consider eccentricity and check the connection designed in part b. Revise the design if necessary. d. Prepare a detailed sketch of your recommended connection.
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