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

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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ФЫВАПРОЫ В А П Р О Л ДЗАПРОЛДЖЫВАПРО
ЯЧСМИТЕЧСМИТЬБАСМИТЬБЮ ЯЧСМИТЕ
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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
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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