You may consult the Schodek text, class materid on Blackboard or your class notes. Estimated time to complete - 45-60 min. The steel frame structure shown in plan below has a Uniform Distributed Load, UDL= 60 lb/ft². Note the direction of decking. 1. Draw the load pattern for each of the beams diagrammed. (2 pts. each) 2. Determine the end reactions for each of the beams diagrammed. (1 pts each) Girder G-1 Example Load Pattern Diagram R= R= Beam B-1 Beam B-2 Beam B-5 open Girder G-2 Beam B-6 12ft 12 ft 12 ft 12" Beam Strip (Typical) R= R= R= Beam B-5 Beam B-4 Beam B-1 Beam B-2 12 ft Uniformly Distributed Load UDL = 60 lb/ft² Typical throughout 8 ft R= R= R= R= Search R= ALIENWARE

Fig: 1