For the below figure, the shown bars are the main reinforcement of a cantilever beam attached to a column; (Use 28MPA for f. of Concrete & Grade 420 Steel) 3 No. 19 In order to qualify it as a standard hook with enough development length (knowing that concrete is normal weight, bars are uncoated and the spacings/ties are unknown) The minimum value of X = mm The minimum value of Y = mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the below figure, the shown bars are the main
reinforcement of a cantilever beam attached to a column;
(Use 28MPA for f'. of Concrete & Grade 420 Steel)
3 No. 19
In order to qualify it as a standard hook with enough
development length (knowing that concrete is normal weight,
bars are uncoated and the spacings/ties are unknown)
The minimum value of X =
mm
The minimum value of Y =
mm
The minimum value of D =
mm
The answers for this question shall use a bar diameter of
19.1mm for the Phi 19 bar.
Transcribed Image Text:For the below figure, the shown bars are the main reinforcement of a cantilever beam attached to a column; (Use 28MPA for f'. of Concrete & Grade 420 Steel) 3 No. 19 In order to qualify it as a standard hook with enough development length (knowing that concrete is normal weight, bars are uncoated and the spacings/ties are unknown) The minimum value of X = mm The minimum value of Y = mm The minimum value of D = mm The answers for this question shall use a bar diameter of 19.1mm for the Phi 19 bar.
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