Problem 1: Beam ABC is supported by a three-bar truss at point C and at A by an elastomeric pad that is equivalent to a roller. Compute the vertical deflection of point B and the change in length of member DE due to the applied load. Given: E = 29,000 kips/in. , area of all truss bars = 1 in.", area of beam = 16 in.?, I of beam = 1200 in.". Use any method P=80 kips 10' 10 B
Problem 1: Beam ABC is supported by a three-bar truss at point C and at A by an elastomeric pad that is equivalent to a roller. Compute the vertical deflection of point B and the change in length of member DE due to the applied load. Given: E = 29,000 kips/in. , area of all truss bars = 1 in.", area of beam = 16 in.?, I of beam = 1200 in.". Use any method P=80 kips 10' 10 B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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