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For the overhanging beam with shown loading, sketch the shear and moment diagrams. 35 kN 35 kN 20 kN/m A D BA 6 m 2 т 2 т

For the overhanging beam with shown loading, sketch the shear and moment diagrams. 35 kN 35 kN 20 kN/m A D BA 6 m 2 т 2 т

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Refer to the table of equations upon answering the problem.
For the overhanging beam with shown loading, sketch the shear and moment diagrams. 35 kN 35 kN 20 kN/m A C- D BA 6 m 2 т 2 т
Transcribed Image Text:For the overhanging beam with shown loading, sketch the shear and moment diagrams. 35 kN 35 kN 20 kN/m A C- D BA 6 m 2 т 2 т
TABLE OF EQUATIONS Normal Stress Bearing Stress On = td A Shear Stress (Single) Shear Stress (Double) P P A = 1 2A Tangential Stress (Cylindrical) PD O, = 2t Longitudinal Stress (Cylindrical) PD 4t Stress on Spherical Vessels PD の、= Hooke's Law o = E€ 4t Deformation Axial Strain PL 8 = AE E = Generalized Hooke's Law Oy E Ox Ex = E Dilatation Oy Ox -- v E e = €x + €y + €z Ey = E Oz Ez = E E -- v- Shear Strain Shear Modulus E G = 2(1+ v) Thermal Deformation Thermal Strain δ, - α(ΔΤ)L ET = aAT Shear Stress due to Torsion Shear Stress at any Point Tc max = T=-Tmax Polar Moment of Inertia of Circle Minimum Shear Stress (Hollow) C1 Tmax C2 J = Tmin Polar Moment of Inertia of Hollow Circle Angle of Twist TL J = JG Shear Stress due to Torsion (Non-Circular Tubes) Power T P = Tw 2tA Angle of Twist (Non-Circular Tubes) ds Bending Stress TL O, = Om 4A²G, Maximum Bending Stress Mc Elastic Section Modulus Om =T
Transcribed Image Text:TABLE OF EQUATIONS Normal Stress Bearing Stress On = td A Shear Stress (Single) Shear Stress (Double) P P A = 1 2A Tangential Stress (Cylindrical) PD O, = 2t Longitudinal Stress (Cylindrical) PD 4t Stress on Spherical Vessels PD の、= Hooke's Law o = E€ 4t Deformation Axial Strain PL 8 = AE E = Generalized Hooke's Law Oy E Ox Ex = E Dilatation Oy Ox -- v E e = €x + €y + €z Ey = E Oz Ez = E E -- v- Shear Strain Shear Modulus E G = 2(1+ v) Thermal Deformation Thermal Strain δ, - α(ΔΤ)L ET = aAT Shear Stress due to Torsion Shear Stress at any Point Tc max = T=-Tmax Polar Moment of Inertia of Circle Minimum Shear Stress (Hollow) C1 Tmax C2 J = Tmin Polar Moment of Inertia of Hollow Circle Angle of Twist TL J = JG Shear Stress due to Torsion (Non-Circular Tubes) Power T P = Tw 2tA Angle of Twist (Non-Circular Tubes) ds Bending Stress TL O, = Om 4A²G, Maximum Bending Stress Mc Elastic Section Modulus Om =T
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