is statically indeterminaté externälly, thên détérmi: he degree of external indeterminacy. Hinge Hinge Hinge (a) (b) roduction to Structural Analysis and Loa Determine the support reactions of the beams shown below. 8 kN 6 kN 15 kN/m 20 kN - m. +0.75 m1m- 0.25 m -1m- (a) 700 Ib 150 lb t 800 Ib ft
is statically indeterminaté externälly, thên détérmi: he degree of external indeterminacy. Hinge Hinge Hinge (a) (b) roduction to Structural Analysis and Loa Determine the support reactions of the beams shown below. 8 kN 6 kN 15 kN/m 20 kN - m. +0.75 m1m- 0.25 m -1m- (a) 700 Ib 150 lb t 800 Ib ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![CE 314 - Struc
1/2
Hinge
Hinge
(c)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F861895ed-a812-4815-9eda-15cbfdce5397%2F7ea5a37b-f049-4e05-ab70-4b3776900ff5%2F4phowj9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:CE 314 - Struc
1/2
Hinge
Hinge
(c)
![rksheet No. 2
Classify each of the structures shown as externally unstable,
statically determinate, or statically indeterminate. If the
structure is statically indeterminate externally, then determine
the degree of external indeterminacy.
Hinge
Hinge
Hinge
(a)
(b)
atroduction to Structural Analysis and Loads
Determine the support reactions of the beams shown below.
8 kN
6 kN
15 kN/m
20 kN - m
-1 m +0.75 m-1m-
0.25 m
-1m-
(a)
700 lb
150 lb t
800 Ih ft
-8 ft-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F861895ed-a812-4815-9eda-15cbfdce5397%2F7ea5a37b-f049-4e05-ab70-4b3776900ff5%2Fv4fpizf_processed.jpeg&w=3840&q=75)
Transcribed Image Text:rksheet No. 2
Classify each of the structures shown as externally unstable,
statically determinate, or statically indeterminate. If the
structure is statically indeterminate externally, then determine
the degree of external indeterminacy.
Hinge
Hinge
Hinge
(a)
(b)
atroduction to Structural Analysis and Loads
Determine the support reactions of the beams shown below.
8 kN
6 kN
15 kN/m
20 kN - m
-1 m +0.75 m-1m-
0.25 m
-1m-
(a)
700 lb
150 lb t
800 Ih ft
-8 ft-
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