Zveza društev gradbenih inženirjev in tehnikov slovenije
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Objavljeno v: Gradbeni vestnik - 1 - 1968

Avtorji

Branko Ozvald, dipl. inž.

Direktno dimenzioniranje pravokotnih prerezov pri poševni upogibni obremenitvi

UDK: 624.07

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DIRECT DIMENSIONING OF THE SQUARE CROSS SECTIONS

 

DIRECT DIMENSIONING OF THE SQUARE CROSS SECTIONS SUBJECTED TO THE OBLIQUE
BENDING LOAD
syn
The article considers the design of the square cross sections under the stated conditions for the following basic criteria: shear (tangential) stress r, bending stress o and deflection f of the girder. The dimensioning can be performed in the following way: from the given data (static values, basic criteria, characteristics of the cross section) by means of the indicated formulae calculate the adequate elasticity values L e. reduced (shear) cros sectional area Frx, resistance moment Wx and moment of inertia Tx, then locate them

 

Synopsis

The article considers the design of the square cross sections under the stated conditions for the following basic criteria: shear (tangential) stress r, bending stress o and deflection f of the girder. The dimensioning can be performed in the following way: from the given data (static values, basic criteria, characteristics of the cross section) by means of the indicated formulae calculate the adequate elasticity values L e. reduced (shear) cros sectional area Frx, resistance moment Wx and moment of inertia Tx, then locate them

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