1.- A beam is supported, as shown in the figure. By using solution tables, obtain: a) Reactions and V and M diagrams b) Maximum deflection, reviewing a section of IR steel from the IMCA 5th manual. Ed that meets the requirement of permitted deformation of less than L/240. 4.5 ton/m E=2'039,000 kg/cm². 6.0 m
1.- A beam is supported, as shown in the figure. By using solution tables, obtain: a) Reactions and V and M diagrams b) Maximum deflection, reviewing a section of IR steel from the IMCA 5th manual. Ed that meets the requirement of permitted deformation of less than L/240. 4.5 ton/m E=2'039,000 kg/cm². 6.0 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![ФЫВАПРОЫ В А П Р О Л ДЗАПРОЛДЖЫВАПРО
ЯЧСМИТЕЧСМИТЬБАСМИТЬБЮ ЯЧСМИТЕ
SOLVE
STEP BY STEP IN DIGITAL FORMAT
1.- A beam is supported, as shown in the figure. By using solution tables, obtain:
a) Reactions and V and M diagrams
b) Maximum deflection, reviewing a section IR steel from the IMCA 5th manual. Ed
that meets the requirement of permitted deformation of less than L/240.
4.5 ton/m
E=2'039,000 kg/cm2.
6.0 m
ЙЦУКЕНГ ШУКЕНГШШКЕНГШЩЗХЪЙЦУКЕНГ](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F46ecb3d2-65c8-4ec6-88eb-6fb5897360dc%2Fd3072ecb-3c07-4f31-b876-1f61968d42ae%2Fkyzds8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:ФЫВАПРОЫ В А П Р О Л ДЗАПРОЛДЖЫВАПРО
ЯЧСМИТЕЧСМИТЬБАСМИТЬБЮ ЯЧСМИТЕ
SOLVE
STEP BY STEP IN DIGITAL FORMAT
1.- A beam is supported, as shown in the figure. By using solution tables, obtain:
a) Reactions and V and M diagrams
b) Maximum deflection, reviewing a section IR steel from the IMCA 5th manual. Ed
that meets the requirement of permitted deformation of less than L/240.
4.5 ton/m
E=2'039,000 kg/cm2.
6.0 m
ЙЦУКЕНГ ШУКЕНГШШКЕНГШЩЗХЪЙЦУКЕНГ
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