Show all solutions a. height of the neutral axis up to the outermost fiber of compression concrete in mm b. height of the flange in mm c. Maximum Ductility ratio d. Nominal Moment Capacity in kNm e. Ultimate Moment Capacity in kNm f. Stress felt by the compression reinforcements in MPa be hf e-e 2-1onnd 大个 lOrmp 9-28mmó- lommø by VALUES fc' = 23.3 MPa fy = 421. 3 MPa bw = 301 mm h 353 mm

Steel Design (Activate Learning with these NEW titles from Engineering!)
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ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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a. height of the neutral axis up to the outermost fiber of compression concrete in mm
b. height of the flange in mm
c. Maximum Ductility ratio
d. Nominal Moment Capacity in kNm
e. Ultimate Moment Capacity in kNm
f. Stress felt by the compression reinforcements in MPa
be
9-28mmø-
a
lommø
by
VALUES
fc' = 23.3 MPa
fy = 421. 3 MPa
bw = 301 mm
h= 353 mm
Transcribed Image Text:Show all solutions a. height of the neutral axis up to the outermost fiber of compression concrete in mm b. height of the flange in mm c. Maximum Ductility ratio d. Nominal Moment Capacity in kNm e. Ultimate Moment Capacity in kNm f. Stress felt by the compression reinforcements in MPa be 9-28mmø- a lommø by VALUES fc' = 23.3 MPa fy = 421. 3 MPa bw = 301 mm h= 353 mm
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