The compound beam is pin supported at C and supported by a roller at Aand B. There is a hinge (pin) at D. Determine the reactions at thesupports. Neglect the thickness of the beam.Ak4 k30°ܘܐܝܐAANASDOLL15 k. ftD BStatesYk34Bft C ft 8 ft Aft4 ft 2 ft8. What is the shear at a point (A + 4) ft left of point C? (k)9. What is the shear at a point (A + 8 + C/2) ft left of point C? (k)10. What is the moment at point C? (k-ft)Use:A= 8B= 6C= 8Y= 29

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The compound beam is pin supported at C and supported by a roller at A and B. There is a hinge (pin) at D. Determine the reactions at the supports. Neglect the thickness of the beam. ΑΚ 30% 4 k DOD -B ft- D O 4 ft 2 ft 15 k. ft B TO DOD Yk 3 4 |--A₁- C ft-8 ft-Aft- 8. What is the shear at a point (A + 4) ft left of point C? (k) 9. What is the shear at a point (A + 8 + C/2) ft left of point C? (k) 10. What is the moment at point C? (k-ft) Use: A= 8 B= 6 C= 8 Y = 29

The compound beam is pin supported at C and supported by a roller at A and B. There is a hinge (pin) at D. Determine the reactions at the supports. Neglect the thickness of the beam. ΑΚ 30% 4 k DOD -B ft- D O 4 ft 2 ft 15 k. ft B TO DOD Yk 3 4 |--A₁- C ft-8 ft-Aft- 8. What is the shear at a point (A + 4) ft left of point C? (k) 9. What is the shear at a point (A + 8 + C/2) ft left of point C? (k) 10. What is the moment at point C? (k-ft) Use: A= 8 B= 6 C= 8 Y = 29

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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