STATICS & STREMA

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Last updated 2:35 PM on 8/7/26
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20 Terms

1
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Axial Strength

P/A

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Shear Stress

V/A

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Bearing Stress

P/A

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Hooke’s Law

Stress = Eepsilon

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Axial Deformation

PL/AE

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Torsional Shear

Tp/J

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Angle of Twist

TL/JG

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Transverse Shear Stress for solid circle

4V/3A

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Transverse Shear Stress for hollow circle

2V/A

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Transverse Shear Stress for rectangle & triangle

3V/2A

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Moment-Curve Equation

1/P=M/EI

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Flexure Formula

f= MC/I

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Tangential/Circumferential Stress

pD/2t

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Longitudinal/Spherical

pD/4t

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Determinacy of internally stable

i= r - 3

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Determinacy of Internally Unstable

i = (r+fi)-3n

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Determinacy of trusses

i = (m+r)-2j

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Determinacy of frames

i = (3m+r) - (3j+ec)

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2 moving loads max moment

M=(RL-PsD)2/4RL

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