SITUATION B. The frame is loaded as shown. 5m 21 40 kN 5m 130 12 kN/m B -4 m 3 m E = constant = 70 GPa I = 554 (106) mm 4. Which of the following most nearly gives the vertical reaction (KN) at A? b. 48 a. 40 €60 d. 76 5. Which of the following most nearly gives the moment (KNm) at A? a150 b. 380 c.530 d. 680 6. Which of the following most nearly gives the moment at B? a. 150 (b) 380 c.530 d. 680 7. Which of the following most nearly gives the vertical deflection (mm) at C? a. 0.107 b. 10.7 c. 107 d. 1070
SITUATION B. The frame is loaded as shown. 5m 21 40 kN 5m 130 12 kN/m B -4 m 3 m E = constant = 70 GPa I = 554 (106) mm 4. Which of the following most nearly gives the vertical reaction (KN) at A? b. 48 a. 40 €60 d. 76 5. Which of the following most nearly gives the moment (KNm) at A? a150 b. 380 c.530 d. 680 6. Which of the following most nearly gives the moment at B? a. 150 (b) 380 c.530 d. 680 7. Which of the following most nearly gives the vertical deflection (mm) at C? a. 0.107 b. 10.7 c. 107 d. 1070
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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VIEWStep 3: Determine the moment reaction at B
VIEWStep 4: Determine the moment equation due to actual load
VIEWStep 5: Determine the moment equation due to virtual load
VIEWStep 6: Determine the vertical deflection at C
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