Investment analysis

Serov, Viktor; Serov, Viktor; Богомолова, Екатерина; Богомолова, Е. В.; Моисеенко, Наталья; Моисеенко, Н. А.

doi:10.12737/textbook_5a93bd34dacb77.48838994

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Figure 1 -General View Of the Atrium And Nodal Joint1

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2018

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“…In the tutorial of professor Serov E.N. [8] it is indicated that if there are specific normative values for the joints compliance and an ar-bitrary level of their bearing capacity use, the deflection caused by the joints compliance definition, considering the forces acting in them, should be determined by the formula:…”

Section: Figure 1 -General View Of the Atrium And Nodal Jointmentioning

confidence: 99%

Specificity of strength calculation for glued-in steel rods in LVL with unidirectional veneer

Bidakov

Pustovoitova

2018

znp

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Design of joints of LVL elements with glued-in steel rods and metal connectors is considered as semi-rigid connection and requires taking of account the compliance. A comparative analysis of the test results of the beams with a metal connector and glued-in steel rods as well as solid beams is made in the paper. Design method of glued-in rods in LVL is proposed and taken into account failure mode. It allows reducing the distance between the axes of the rods as well as the distance from the rod axіs to the edges in the cross section of the beam and increasing the joint strength.

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Section: Figure 1 -General View Of the Atrium And Nodal Jointmentioning

confidence: 99%