Instruction: Solve the following problem completely using portal method and write the solutions neatly in the plate template. Summarize vour final answers at the end of each problem Round off vOur answers to 3 decimal places
Instruction: Solve the following problem completely using portal method and write the solutions neatly in the plate template. Summarize vour final answers at the end of each problem Round off vOur answers to 3 decimal places
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Note: SN is equal to 18, topload will be equal to 118kN
![Instruction: Solve the following problem completely using portal method and write the solutions neatly in the plate template.
Summarize your final answers at the end of each problem. Round off your answers to 3 decimal places.
1. Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X
are rigid supports. Determine the followina
b) The axial forces in columns and girders.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F199550ec-e46d-47ca-ac02-29ef09665bc9%2F75599619-b5eb-46eb-9399-f77f346f969b%2Fihjdtwp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Instruction: Solve the following problem completely using portal method and write the solutions neatly in the plate template.
Summarize your final answers at the end of each problem. Round off your answers to 3 decimal places.
1. Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X
are rigid supports. Determine the followina
b) The axial forces in columns and girders.
![5.50 m
7.0 m
5.0 m
5.0 m
6.0 m
(1bo+SN) KN >
A
144 KN
D
120 KN
_96 kN.
5.0 m
4.50 m 4.20 m
4.0 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F199550ec-e46d-47ca-ac02-29ef09665bc9%2F75599619-b5eb-46eb-9399-f77f346f969b%2Fomlom3m_processed.jpeg&w=3840&q=75)
Transcribed Image Text:5.50 m
7.0 m
5.0 m
5.0 m
6.0 m
(1bo+SN) KN >
A
144 KN
D
120 KN
_96 kN.
5.0 m
4.50 m 4.20 m
4.0 m
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