An 8-ft simply supported beam is carrying a uniform dead load (12.5kip/ft) and live load. The beam is supported by aa co

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An 8 Ft Simply Supported Beam Is Carrying A Uniform Dead Load 12 5kip Ft And Live Load The Beam Is Supported By Aa Co 1 (87.65 KiB) Viewed 67 times

An 8-ft simply supported beam is carrying a uniform dead load(12.5kip/ft) and live load. The beam is supported by aa column (W12x 35) on both ends. The transfer of load from the beam to thecolumn is off center by 1.5 inches along x-axis and 3 inches alongy axis as shown in the figure. The effective length of the columnis 15 ft in any direction. Use Cb=1.1 if needed
(a) Determine the maximum uniform live load that a column cansupport considering the compression only. Use LRFD
(b) Determine the maximum uniform live load that a column cansupport considering the flexural only. Use LRFD
(c) Determine the maximum uniform live load that a column cansupport considering the biaxial bending. if Use LRFD
An 8-ft simply supported beam is carrying a uniform dead load (12.5kip/ft) and live load. The beam is supported by aa column (W12 x 35) on both ends. The transfer of load from the beam to the column is off center by 1.5 inches along x-axis and 3 inches along y axis as shown in the figure. The effective length of the column is 15 ft in any direction. Use Cb=1.1 if needed (a) Determine the maximum uniform live load that a column can support considering the compression only. Use LRFD 3.50 (b) Determine the maximum uniform live load that a column can support considering the flexural only. Use LRFD (c) Determine the maximum uniform live load that a column can support considering the biaxial bending. if Use LRFD