Two polymer bars are connected to a rigid plate at B, as shown. Bar (1) has a cross-sectional area of 1.95 in.2 and an elastic modulus of 2270 ksi. Bar (2) has a cross-sectional area of 0.94 in.2 and an elastic modulus of 4030 ksi. Assume L1=24 in., L2=35 in., Q=8.5 kips, P=3 kips, and R=14.5 kips. Determine the horizontal deflection of end C relative to end A. Express your answer in inches rounded to the nearest hundredths.
Two polymer bars are connected to a rigid plate at B, as shown. Bar (1) has a cross-sectional area of 1.95 in.2 and an elastic modulus of 2270 ksi. Bar (2) has a cross-sectional area of 0.94 in.2 and an elastic modulus of 4030 ksi. Assume L1=24 in., L2=35 in., Q=8.5 kips, P=3 kips, and R=14.5 kips. Determine the horizontal deflection of end C relative to end A. Express your answer in inches rounded to the nearest hundredths.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Two polymer bars are connected to a rigid plate at B, as shown. Bar (1) has a cross-sectional area of 1.95 in.2 and an elastic modulus of 2270 ksi. Bar (2) has a cross-sectional area of 0.94 in.2 and an elastic modulus of 4030 ksi. Assume L1=24 in., L2=35 in., Q=8.5 kips, P=3 kips, and R=14.5 kips. Determine the horizontal deflection of end C relative to end A. Express your answer in inches rounded to the nearest hundredths.
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