Click to see additional instructions For C30 and S500, solve the given section in positive moment direction and fill the boxes with correct values. Note: Longitudinal reinforcement numbers and diameters in drawing are exemplary. Take the values given in parameters.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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M r
b_w
Click to see additional instructions
For C30 and S500, solve the given section in positive moment direction and fill the boxes
with correct values.
Note: Longitudinal reinforcement numbers and diameters in drawing are exemplary. Take
the values given in parameters.
Your Parameters;
Concrete class = C30
Steel class = S500
Section heigth (h) = 550 mm
Section width (b w) = 300 mm
Top reinforcement = 2020
Bottom reinforcement = 5Ø20
Stirrups = Ø1o
Clear concrete cover = 25 mm
Transcribed Image Text:M r b_w Click to see additional instructions For C30 and S500, solve the given section in positive moment direction and fill the boxes with correct values. Note: Longitudinal reinforcement numbers and diameters in drawing are exemplary. Take the values given in parameters. Your Parameters; Concrete class = C30 Steel class = S500 Section heigth (h) = 550 mm Section width (b w) = 300 mm Top reinforcement = 2020 Bottom reinforcement = 5Ø20 Stirrups = Ø1o Clear concrete cover = 25 mm
Your Answers;
Tension reinforcement strain (Eps_s) =
m/m
Compression reinforcement strain (Eps_s') =
m/m
Compression reinforcement force (F_s') =
kN
Concrete compression depth (c) =
mm
rad/m
kNm
Section curvature (Kappa) =
Moment capacity (M_r) =
Transcribed Image Text:Your Answers; Tension reinforcement strain (Eps_s) = m/m Compression reinforcement strain (Eps_s') = m/m Compression reinforcement force (F_s') = kN Concrete compression depth (c) = mm rad/m kNm Section curvature (Kappa) = Moment capacity (M_r) =
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