Show all work. 1. 4 ft The truss system is loaded as shown. Assume that supprts A and K are both anchored frictionless pins. a. Is the truss stable and statically determinate? Show work. b. K c. d. Find the support reactions at A and K. Hint: what do we know about ideal truss members that lets us find all of the support reactions. Identify any obvious zero force members and state why each is. If none, state none. Using the method of joints only, find the forces in all other truss members, and indicate whether each is in compression or tension. G B D |-31-+ F30 F30 -3 ft--3 ft--3 ft--3ft--3ft- 1500 lb E 1500 lb F I

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Show all work.
1.
4 ft
The truss system is loaded as shown. Assume that supprts A and K are both anchored
frictionless pins.
a. Is the truss stable and statically determinate? Show work.
b.
K
c.
d.
Find the support reactions at A and K. Hint: what do we know about ideal truss
members that lets us find all of the support reactions.
Identify any obvious zero force members and state why each is. If none, state none.
Using the method of joints only, find the forces in all other truss members, and indicate
whether each is in compression or tension.
H
B
C
T-311-13
f₁0f
ft-
1500 lb
E
-3 ft--3 ft--3 ft--3 ft-
D
1500 lb
F
I
Transcribed Image Text:Show all work. 1. 4 ft The truss system is loaded as shown. Assume that supprts A and K are both anchored frictionless pins. a. Is the truss stable and statically determinate? Show work. b. K c. d. Find the support reactions at A and K. Hint: what do we know about ideal truss members that lets us find all of the support reactions. Identify any obvious zero force members and state why each is. If none, state none. Using the method of joints only, find the forces in all other truss members, and indicate whether each is in compression or tension. H B C T-311-13 f₁0f ft- 1500 lb E -3 ft--3 ft--3 ft--3 ft- D 1500 lb F I
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