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1. 2 - PROBLEM SOLVING (10 PTS EACH PROBLEM) Support A is a pin and support B is a roller. The beam shown carries vertical loads. Two point loads and a uniform load. Draw the Free Body Diagram of the beam and calculate the reactions at each support. Neglect the weight of the beam. 3 Kips 10 Kips A 12'-0" w = 500 lb/ft 12'-0" EMA O By (24)=(3x 12)+500 (10) 36 + AX Ay

1. 2 - PROBLEM SOLVING (10 PTS EACH PROBLEM) Support A is a pin and support B is a roller. The beam shown carries vertical loads. Two point loads and a uniform load. Draw the Free Body Diagram of the beam and calculate the reactions at each support. Neglect the weight of the beam. 3 Kips 10 Kips A 12'-0" w = 500 lb/ft 12'-0" EMA O By (24)=(3x 12)+500 (10) 36 + AX Ay

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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1. 2 - PROBLEM SOLVING (10 PTS EACH PROBLEM) Support A is a pin and support B is a roller. The beam shown carries vertical loads. Two point loads and a uniform load. Draw the Free Body Diagram of the beam and calculate the reactions at each support. Neglect the weight of the beam. 3 Kips 10 Kips A 12'-0" w = 500 lb/ft 12'-0" EMA O By (24)=(3x 12)+500 (10) 36 + AX Ay
Transcribed Image Text:1. 2 - PROBLEM SOLVING (10 PTS EACH PROBLEM) Support A is a pin and support B is a roller. The beam shown carries vertical loads. Two point loads and a uniform load. Draw the Free Body Diagram of the beam and calculate the reactions at each support. Neglect the weight of the beam. 3 Kips 10 Kips A 12'-0" w = 500 lb/ft 12'-0" EMA O By (24)=(3x 12)+500 (10) 36 + AX Ay
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