A rectangular tied braced column is reinforced with 6-28mm bars as shown in the figure below. Check the adequacy of the column for the following gravity loads; - Service dead load = 1050kN Service live load = 850 kN Service dead load moment = Service live load moment = - } At eccentricity of 40mm 39 kN-m 27 kN-m
A rectangular tied braced column is reinforced with 6-28mm bars as shown in the figure below. Check the adequacy of the column for the following gravity loads; - Service dead load = 1050kN Service live load = 850 kN Service dead load moment = Service live load moment = - } At eccentricity of 40mm 39 kN-m 27 kN-m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Column

Transcribed Image Text:A rectangular tied braced column is reinforced with 6-28mm bars as
shown in the figure below. Check the adequacy of the column for the
following gravity loads:
-
-
-
-
-
-
Service dead load = 1050kN
Service live load = 850 kN
Service dead load moment = 39 kN-m
Service live load moment = 27 kN-m
top=bott. = 1.0
40
lu = 5.0m
f = 27.6 N/mm², fy = 414 N/mm²
axis of bending
500mm
Ties 10mm@300c/c
}
350mm
At eccentricity of 40mm
P
M +40 +
500mm
MU
+40-
P
Top
end
Bott.
end
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