Detailed steps of punching shear check for slabs using ACI 318
Detailed steps of punching shear check for slabs using ACI 318Full description
Detailed steps of punching shear check for slabs using ACI 318
Full description
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Discussion for Shear Centre LabFull description
Description : Stuck Thread
Good ProjectFull description
PROCESS PLANT DESIGN
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DISEÑO DE VÍAS - Curva Circular Espiral CircularDescripción completa
Credit goes to Rawdon Wyatt.
gives the design details.
jkDescripción completa
INTRODUCTION TO MECHANICS
Check for Punching shear in Flat slab with Circular Column Material Input Data Cube Compressive Strength Reinforcement steel grade Cylinder Concrete strength Slab and Column Section Slab Thickness Concrete Cover Effective Depth Column Diameter
Fcu Fy Fc'
= = =
40 420 32
T d' d
= = =
350 40 310
D αs β
= = =
400 40 1
= =
1000 100
=
2230.530784
=
0
=
2230.53
= =
0.6 0.4
= =
691464.54 132665289.7
= =
1.4462 0.3015
=
1.7477
=
0.75
Ultimate Shear Force Factored Bending moment
Critical Section
b0
Size of opening within column strip or within 10 times slab thickness, if any b0effect Moment Transfer Flexural portion of moment (γf) Eccentric shear portion (γv) = 1- γf Shear Parameters Ac= bo * d Jc1/C Ultimate shear Stress V/Ac γv*M2/(Jc2/C) Ultimate shear stress Vu Concrete Punching Strength: Φ
