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. ... R (1) (2) B C P L2
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. ... R (1) (2) B C P L2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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