XØD Question 1 of 1 Click to see additional instructions For C30 and S420, calculate positive moment capacity of the section. Your Parameters; Concrete Class (C) = C30 Steel Class (S) = 5420 klc = 0.82 Section Depth (H) = 550 mm Section Width (B) = 350 mm Clear Concrete Cover = 25 mm Stirrups - Ø10 Longitudinal Reinforcement (XØD) - 5Ø20 H

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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XØD
Question 1 of 1
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For C30 and S420, calculate positive moment capacity of the section.
Your Parameters;
Concrete Class (C) = C30
Steel Class (S) = 5420
klc = 0.82
Section Depth (H) = 550 mm
Section Width (B) = 350 mm
Clear Concrete Cover = 25 mm
Stirrups = Ø10
Longitudinal Reinforcement (XØD) = 5Ø20
Your Answers;
Moment Capacity (M_r) =
kNm
H
Transcribed Image Text:XØD Question 1 of 1 Click to see additional instructions For C30 and S420, calculate positive moment capacity of the section. Your Parameters; Concrete Class (C) = C30 Steel Class (S) = 5420 klc = 0.82 Section Depth (H) = 550 mm Section Width (B) = 350 mm Clear Concrete Cover = 25 mm Stirrups = Ø10 Longitudinal Reinforcement (XØD) = 5Ø20 Your Answers; Moment Capacity (M_r) = kNm H
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