- Problem 1 25 Points The Truss Shown Below Supports A Horizontal Load Of 36 Kips To The Right At Joint B The Truss 1 (58.81 KiB) Viewed 23 times
Problem 1. (25 points) The truss shown below supports a horizontal load of 36 kips (to the right) at Joint B. The truss
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Problem 1. (25 points) The truss shown below supports a horizontal load of 36 kips (to the right) at Joint B. The truss
Problem 1. (25 points) The truss shown below supports a horizontal load of 36 kips (to the right) at Joint B. The truss is supported by a pin at Joint A and a roller at Joint C. The cross-sectional area of each member is given below (AAB = Abc = 1.0 in?: AAC = 0.5 in”), and the modulus of elasticity for all members is E = 29.000 ksi. The forces in each member of the truss due to the 36-kip load (the F, forces) are already given in the figure. (a) Complete the table below. (b) Using the Method of Virtual Work, determine the horizontal displacement of Joint B due to the 36- kip load on the truss 36k L=12 A-1.0.4 A-1.0: L=12 20 GO 601 L=127 A.0.32 ROLLA Member L (in) A (in) F. (kips) F. (kips) AB BC AC
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