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Determine the horizontal and vertical reactions at A and C for the two member frame below. Use P1 = 3.2 kN, P2 = 14.5 kN/m, L1 = 3.3 m, and L2 = 2.3 m. P1 kN/m L2m A C L1m 02_PROB_037 Copyright ©2018 Pearson Education, All Rights Reserved. B P2kN/m

Determine the horizontal and vertical reactions at A and C for the two member frame below. Use P1 = 3.2 kN, P2 = 14.5 kN/m, L1 = 3.3 m, and L2 = 2.3 m. P1 kN/m L2m A C L1m 02_PROB_037 Copyright ©2018 Pearson Education, All Rights Reserved. B P2kN/m

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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Determine the horizontal and vertical reactions at  A and C for the two member frame below.  Use P1 = 
3.2 kN, P2 = 14.5 kN/m, L1 = 3.3 m, and L2 = 2.3 m.
 
Free Body Diagrams
Triangular Load
 Use of Pin
 Reaction Forces

Determine the horizontal and vertical reactions at A and C for the two member frame below. Use P1 = 3.2 kN, P2 = 14.5 kN/m, L1 = 3.3 m, and L2 = 2.3 m. P1 kN/m L2m A C L1m 02_PROB_037 Copyright ©2018 Pearson Education, All Rights Reserved. B P2kN/m
Transcribed Image Text:Determine the horizontal and vertical reactions at A and C for the two member frame below. Use P1 = 3.2 kN, P2 = 14.5 kN/m, L1 = 3.3 m, and L2 = 2.3 m. P1 kN/m L2m A C L1m 02_PROB_037 Copyright ©2018 Pearson Education, All Rights Reserved. B P2kN/m
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