Based on Figure Q1, classify and determine the determinacy of the truss structure either it is a statically determinate, statically indeterminate or geometrically unstable Q1 (a) structure. (b) (c) (d) Discuss what happen if member ED and AD were removed from the truss structure. Based on Q1 (b), calculate the support reactions at A and B. Determine the internal forces for member CE, CF and DF using cut section method, by EXCLUDING member ED and AD. Determine the internal forces for all internal forces member except for member in Q1 (d) using joint method, by EXCLUDING member ED and AD (e) - Test 1, Sem 2, 2018/19 3 m 15 kN 15 kN 7 m 7 m 5 m Figure 01
Based on Figure Q1, classify and determine the determinacy of the truss structure either it is a statically determinate, statically indeterminate or geometrically unstable Q1 (a) structure. (b) (c) (d) Discuss what happen if member ED and AD were removed from the truss structure. Based on Q1 (b), calculate the support reactions at A and B. Determine the internal forces for member CE, CF and DF using cut section method, by EXCLUDING member ED and AD. Determine the internal forces for all internal forces member except for member in Q1 (d) using joint method, by EXCLUDING member ED and AD (e) - Test 1, Sem 2, 2018/19 3 m 15 kN 15 kN 7 m 7 m 5 m Figure 01
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:(а)
Based on Figure Q1, classify and determine the determinacy of the truss structure
either it is a statically determinate, statically indeterminate or geometrically unstable
Q1
structure.
(b)
(c)
(d)
Discuss what happen if member ED and AD were removed from the truss structure.
Based on Q1 (b), calculate the support reactions at A and B.
Determine the internal forces for member CE, CF and DF using cut section method,
by EXCLUDING member ED and AD.
Determine the internal forces for all internal forces member except for member in Q1
(d) using joint method, by EXCLUDING member ED and AD
(e)
Test 1, Sem 2, 2018/19
3 m
I5 kN
E
7 m
m
15 kN
D.
7 m
7 m
5 m
Figure O1
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