
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:1.3-9 Find support reactions at A and B and then
use the method of joints to find all member forces. Let
c = 2.5 m and P = 90 kN.
y
P
C
2P
Oc = 80°
a
OB = 40°
OA = 600
D
A
В
2P
P
c/2-
cl2
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- (b) Figure Q2(b) shows that the truss supports loads at point C and E. If the value of F = 3 kN, calculate the axial forces in members BC and BE.arrow_forwardIf the gap between C and the rigid wall at D is initially 0.15 mm, calculate the support reactions at A and D when the force P = 200 kN is applied. The assembly is made of steel with G=200MPa A 600 mm P 50 mm B 600 mm 25 mm -0.15 mm Darrow_forward02 The truss gusset plate is subjected to the forces of three members. Determine the tension force in member Cand its angle a for equilibrium. The forces are concurrent at point O. 10 KN IS ANarrow_forward
- The asymmetric simple truss is loaded as shown. Determine the reactions at A and D. Neglect the weight of the structure compared with the applied loads. Is the knowledge of the size of the structure necessary? 1L 60° Answers: Ay = i Dy= Dx= i i B 3L 60° 60° E y 1 1L L L L 30° x 4L Darrow_forwardSolve B Please fastarrow_forwardDetermine the force in member BC of the loaded truss. The force is positive if in tension, negative if in compression. 2.5 kips 3.9 kips 4.6 kips Answer: BC = i kipsarrow_forward
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