e l = 800 x 106 mm4 and E = 200 GPa. Show complete and organized solution. Round-off your answ two decimal places. a. Vertical deflection at point C in mm. b. Horizontal displacement of joint B in mm. c. Slope of at D in degrees. .40 kN/m B 14.20 kN/m C 1.51 22kN 1.95 m
e l = 800 x 106 mm4 and E = 200 GPa. Show complete and organized solution. Round-off your answ two decimal places. a. Vertical deflection at point C in mm. b. Horizontal displacement of joint B in mm. c. Slope of at D in degrees. .40 kN/m B 14.20 kN/m C 1.51 22kN 1.95 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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PLEASE REFER TO THE GIVEN VALUES IN THE FIGURE. THANKS!
Use VIRTUAL WORK METHOD and determine the following unknowns on the frame shown below. Use I = 800 x106 mm4 and E = 200 GPa. Show complete and organized solution. Round-off to two decimal places.
- Vertical deflection at point C in mm.
- Horizontal displacement of joint B in mm.
- Slope of at D in degrees
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