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A_stop A sbot b w

A_stop A sbot b w

Advanced Engineering Mathematics
Advanced Engineering Mathematics
10th Edition
ISBN:9780470458365
Author:Erwin Kreyszig
Publisher:Erwin Kreyszig
Chapter2: Second-order Linear Odes
Section: Chapter Questions
Problem 1RQ
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Your Answers; K = mm^2/kN Required Reinforcement Area at Top (A_stop) = mm^2 Required Reinforcement Area at Bottom (A_sbot) = mm^2 Top Reinforcement = Ø24 Bottom Reinforcement = Ø24
Transcribed Image Text:Your Answers; K = mm^2/kN Required Reinforcement Area at Top (A_stop) = mm^2 Required Reinforcement Area at Bottom (A_sbot) = mm^2 Top Reinforcement = Ø24 Bottom Reinforcement = Ø24
A_stop A sbot b w For given parameters, design the system for positive moment direction. Your Parameters; Concrete Class = C40 Steel Class = S420 K_I = 183 mm^2/kN K_m = 136 mm^2/kN rho_b = 0.0297 k_1 = 0.76 Section Depth (h) = 450 mm Section Width (b_w) = 700 mm Clear Concrete Cover = 25 mm Stirrup = Ø10 Longitudinal Reinforcement = Ø24 Design Moment (M_d) = 650 kNm
Transcribed Image Text:A_stop A sbot b w For given parameters, design the system for positive moment direction. Your Parameters; Concrete Class = C40 Steel Class = S420 K_I = 183 mm^2/kN K_m = 136 mm^2/kN rho_b = 0.0297 k_1 = 0.76 Section Depth (h) = 450 mm Section Width (b_w) = 700 mm Clear Concrete Cover = 25 mm Stirrup = Ø10 Longitudinal Reinforcement = Ø24 Design Moment (M_d) = 650 kNm
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