SITUATION V:50 kN4 mB.5 m16. Compute the moment at B.a.-250 kN. mс. —350 kN.mb.-200 kN. m.d.-315 kN. m.17. Compute for the deflection at thefree end.5250b.3750а.13503EI3000с.d.-EL18. If the concentrated load is replacedby moment -420 kN.m., compute for themoment at B.b. 84 kN. m.d. -420 kN. m.a. 250 kN. mc. 300 kN. m.19. Compute for the deflection at thefree end.53505250а.b.3EI60007350C.d. -GE!-El SITUATION IV:A beam is shown below:100 kN/m70 kNA 2 m2 mB.5 m14. Find the deflection at the end if theroller support is removed from thebeam.So00а.3.4000C.3b. 1200d. 125015. Find the moment at B.a.-208.67 kN. mb.-231.85 kN. mC. -104.33 kN. md.-115.93 kN. m

Answered: Image /qna-images/answer/a595725b-9021-49ac-90a7-3d2a4ad695ab.jpg

SITUATION V: 50 kN 4 m B. 5 m 16. Compute the moment at B. a.-250 kN. m C. -350 kN. m b.-200 kN. m. d.-315 kN. m. 17. Compute for the deflection at the free end. 5250 b. 3750 а. 1350 3EI 3000 с. d.- EL 18. If the concentrated load is replaced by moment -420 kN.m., compute for the moment at B. b. 84 kN. m. d. -420 kN. m. a. 250 kN. m C. 300 kN. m.

SITUATION V: 50 kN 4 m B. 5 m 16. Compute the moment at B. a.-250 kN. m C. -350 kN. m b.-200 kN. m. d.-315 kN. m. 17. Compute for the deflection at the free end. 5250 b. 3750 а. 1350 3EI 3000 с. d.- EL 18. If the concentrated load is replaced by moment -420 kN.m., compute for the moment at B. b. 84 kN. m. d. -420 kN. m. a. 250 kN. m C. 300 kN. m.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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