Your Answers;K =mm^2/kNRequired Reinforcement Area at Top (A_stop) =mm^2Required Reinforcement Area at Bottom (A_sbot) =mm^2Top Reinforcement =Ø24Bottom Reinforcement =Ø24 A_stopA sbotb wFor given parameters, design the system for positive moment direction.Your Parameters;Concrete Class = C40Steel Class = S420K_I = 183 mm^2/kNK_m = 136 mm^2/kNrho_b = 0.0297k_1 = 0.76Section Depth (h) = 450 mmSection Width (b_w) = 700 mmClear Concrete Cover = 25 mmStirrup = Ø10Longitudinal Reinforcement = Ø24Design Moment (M_d) = 650 kNm

we are given the following parameters; Concrete class=C40 Steel Class=S420 K_I=183 mm^2/kN K_m=136…

Answered: A_stop A sbot b w

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A_stop A sbot b w

Elementary Geometry For College Students, 7e

7th Edition

ISBN:9781337614085

Author:Alexander, Daniel C.; Koeberlein, Geralyn M.

Publisher:Alexander, Daniel C.; Koeberlein, Geralyn M.

Chapter9: Surfaces And Solids

Section9.1: Prisms, Area And Volume

Problem 27E: The box with dimensions indicated is to be constructed of materials that cost 1 cent per square inch...

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Question

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

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