Situation #1 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. Ak 4 k 30° dicio B ft+ LAZ 15 k. ft D B Tololo 4 ft 2 ft Yk What is the vertical reaction at A? (k) What is the vertical reaction at B? (k) What is the vertical reaction at C? (k) 3 4 -C ft-8 ft Aft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Y = 94

A = 2

B = 1

C = 9

Situation #1
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.
Ak
4 k
30⁰
A
-B ft-
" Ꭰ
4 ft 2 ft
15 k. ft
B
Yk
What is the vertical reaction at A? (k)
What is the vertical reaction at B? (k)
What is the vertical reaction at C? (k)
What is the horizontal reaction at C? (k)
What is the moment at point A? (k-ft)
4
-C ft 8 ft Aft
Transcribed Image Text:Situation #1 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. Ak 4 k 30⁰ A -B ft- " Ꭰ 4 ft 2 ft 15 k. ft B Yk What is the vertical reaction at A? (k) What is the vertical reaction at B? (k) What is the vertical reaction at C? (k) What is the horizontal reaction at C? (k) What is the moment at point A? (k-ft) 4 -C ft 8 ft Aft
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