Determine the reactions at supports A and B. The beam segments AC and CB are connected to eac other with a "web only" splice (shear connection) at C. As such, the splice at C can be considered as a internal pin (hinge). The beam AC sits freely, i.e. unconnected, on a support at A. Therefore, A can b taken as a roller support. Beam CB is attached to a column at B with channels both at the web (shear and the flanges (flexural). Accordingly, the connection at B can be considered as a fixed support. 6 kN/m 16 kN
Determine the reactions at supports A and B. The beam segments AC and CB are connected to eac other with a "web only" splice (shear connection) at C. As such, the splice at C can be considered as a internal pin (hinge). The beam AC sits freely, i.e. unconnected, on a support at A. Therefore, A can b taken as a roller support. Beam CB is attached to a column at B with channels both at the web (shear and the flanges (flexural). Accordingly, the connection at B can be considered as a fixed support. 6 kN/m 16 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Determine the reactions at supports A and B. The beam segments AC and CB are connected to each
other with a "web only" splice (shear connection) at C. As such, the splice at C can be considered as an
internal pin (hinge). The beam AC sits freely, i.e. unconnected, on a support at A. Therefore, A can be
taken as a roller support. Beam CB is attached to a column at B with channels both at the web (shear)
and the flanges (flexural). Accordingly, the connection at B can be considered as a fixed support.
6 kN/m
8m
16 kN
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