Web Analysis for Soprotmat - soprotmat.ru

Ñîïðîòèâëåíèå ìàòåðèàëîâ ýëåêòðîííûé ó÷åáíûé êóðñ äëÿ âñåõ ôîðì îáó÷åíèÿ

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soprotmat.ru is 1 decade 4 years old. It is a domain having ru extension. It has a global traffic rank of #389887 in the world. This website is estimated worth of $ 22,680.00 and have a daily income of around $ 42.00. Furthermore the website is monetizing from Google Adsense. As no active threats were reported recently by users, soprotmat.ru is SAFE to browse.

PageSpeed Score
94
Siteadvisor Rating
No Risk Issues

Traffic Report

Daily Unique Visitors: 3,778
Daily Pageviews: 15,112

Estimated Valuation

Income Per Day: $ 42.00
Estimated Worth: $ 22,680.00

Search Engine Indexes

Google Indexed Pages: 1,190
Bing Indexed Pages: Not Applicable

Search Engine Backlinks

Google Backlinks: 12,700
Bing Backlinks: Not Applicable

Safety Information

Google Safe Browsing: No Risk Issues
Siteadvisor Rating: No Risk Issues
WOT Trustworthiness: Not Applicable
WOT Child Safety: Not Applicable

Website Ranks & Scores

Alexa Rank: 389,887
Domain Authority: Not Applicable

Web Server Information

Hosted IP Address:

83.174.196.151

Hosted Country:

Russia RU

Location Latitude:

55.7386

Location Longitude:

37.6068
Page Title of soprotmat.ru
Ñîïðîòèâëåíèå ìàòåðèàëîâ
Meta Keywords of soprotmat.ru
films, literature, tasks, tests, marriott, terminology, history, strength, lecture, deformation, term papers, plate, archimedes, burmester, beam, shear, bending, leonardo da vinci, endurance, stresses, hardness, winkler, stability, borini, durability, membrane, mechanics of materials, strength of materials, bending moment, exam questions, james watt, elasticity, golovin, plasticity, biderman, reference data, robert hooke, assur, wiedemann, beltrami, einstein albert, newton isaac, leonard euler, green george, galerkin, veler, external forces, internal forces, amonton, artobolevsky, bausinger, beleljubsky, beljaev, bernulli, betankourt, birger, bogoljubov, bress jacque antuan charles, bubnov, bussinesk zhozef valentine, varinion pierre, vereshchagin, villis robert, wittenbauer ferdinand, vlasov vasily zakharovich, vyshnegradsky, gagarin andrei grigorevich, gadolin axel wilghelmovich, boris grigorievich, galileo galileo, gvozdev alexei, helmholtz hermann ludwig ferdinand, gerstner frantisek josef, hertz heinrich rudolph, golushkevich sergey, grashof franz, grigolyuk, grigoriev adrian, grubler martin, uz alexander, huygens christians, da costa edward neville, dalembert jean leron, dupin fran?ois pierre charles, dinnik alexander, evnevich ippolit, eremenok peter, germain sophie, zhukovsky nikolay, zhuravskii dmitry, zavriev kiriak, zernov dmitry, ilyushin aleksey, cardano geronimo, carnot nicolas leonard sadi, castigliano carlo alberto, keldysh mstislav, kirpichev victor, kirchhoff gustav robert, clapeyron benoit paul emile, clebsch rudolf friedrich alfred, kolosov gury, korenev boris, coriolis gaspard gustave, kornishin michael, korolev sergei, kotelnikov simeon, cotterill james henry, cauchy agustin louis, crane mark, cremona luigi, krylov alexey, kulibin ivan, kulon charles agustin, kuhlmann karl, adolf kupfer, lavrentiev mikhail, lagrange joseph louis, lame gabriel, lebedev anatoly, levi maurice, legendre adrien marie, leibenzon leonid, leibniz gottfried wilhelm, leontiev nikolai, luzhin olgerd, lurie anatoly, lew augustus edward hughes, lyapunov alexander, maxwell james clerk, melnikov nikolai, menabrea luigi federico, mertsalov nikolay, meshchersky ivan, mises richard, millionshchikov mikhail, monge gaspard, mor christian otto, muskhelishvili nikolai, musenbrock peter van, mushtari khamid, navier louis mariei, nadai arpad ludwig, neumann franz ernst, nekrasov aleksandr, nikolai boris, novozhilov valentin, nudelman jacob, okatov michail, olivier theodore, ostrogradsky mikhail, panasyuk vladimir, panovko jacob, papkovich peter, pascal blaise, paton evgeny, petrov nikolai, pisarenko georgiy, polzunov ivan, ponomarev sergey, poncelet jean victor, popov gennady, prandtl ludwig, prokopovich igor, poisson simeon, rabinovich isaak, rabotnov yuri, franz reuleaux, r?mer ole christensen, rzhanitsyn alexey, ritts walter, rozin leonid, rankin william john macquorn, savin guriy, sedov leonid, saint-venant barry, serensen sergey, sylvester jam joseph, smirnov anatoly, sobko petr, sobolev dmitry, somov osip, somov pavel, stepnov michail, stodola aurel, stokes george gabriel, struminski vladimir, timoshenko stepan, thomson kelvin william, thomas tredgold, troshchenko valery, tupolev andrey, odqvist folke karl gustav, fairbairn william, feodosiev vsevolod, fepple august, fepple carl ludwig, filippov anatoly, filonenko-borodich mikhail, fridman alexander, fourier jean batiste joseph, hodgkinson eaton, huber maximilian titus, tsiolkovsky konstantin, chaplygin sergei, chebyshev pafnuty, chelomey vladimir, chernov dmitry, chetaev nikolay, michelle shal, staerman ilya, shukhov vladimir, engesser friedrich, thomas jung, yagn julius, jasinsky felix, twisting moment, hooke's law, rigidity, ductility, normal stress, deformations, brittleness, pure shear, neutral axis, plane stress, ildar karimov, bashkir state agrarian university, resistance of materials, the settlement and graphic works, examples of solutions, laboratory work, museum of destruction, subject and problems of strength of materials, the real object and the block diagram, the internal forces, method of sections, bond stresses from internal forces, the concept of displacements and strains, tension diagram, basic mechanical properties of materials, main concepts of the theory of reliability of structures, normal forces and stresses in the cross section of the rods, mechanical testing of materials, testing of materials, test items, sample requirements and their classification, the task of ensuring the strength, resource and functioning of machines based on experimental studies, the objects of experimental research, sample requirements, and their classification, structure of testing systems, methods of test for strength and fatigue of machines and components, assemblies testing machines, machine for static tests, machine for testing the fatigue, stands for testing full-scale structures, strain gauge deformation measurement methods, methods and tools for deformation measurement, methods of electroendosmosis, holographic interferometry, the method of dividing grids, drawing grids, images and shapes to designs, details and screens mirror-optical method, the moire bands, ndt methods, the main characteristics, allowable stresses, condition of strength, strength calculations tensile strains, the potential energy of deformation, the calculation of statically indeterminate systems by allowable loads, considering its own weight in tension and compression, calculation of flexible filaments, the stress state at a point the stress tensor, properties of stress tensor, the law of pairing of tangential stresses, principal stresses, and the main floor, types of the stress state of the material, linear stress state, volume stress state, the generalized hooke's law, relative volume change, strain energy, strain energy of the volume and shape, the static moments of the cross section, axial and centrifugal moments of inertia, principal axes and moments of inertia, the characteristics of simple sections, the definition of torque plotting torsional, shear stresses, condition of strength in torsion, failure modes of shafts, the rational shape of cross sections, angle of twist of the shaft, a condition of rigidity, practical examples of calculation on shift, rivet connections, calculation of rivets on crushing and sheets on tearing, calculation of welded connections, internal efforts at bending, epure of internal efforts, the differential dependences connecting cross force and bending moment, theorem of zhuravskogo, condition of strength on normal stresses, cross bend, tangential stresses at bend, condition of strength on tangential stresses, full check of strength of beam at the bend, rational forms of section of beams, compound beams and movings at the bend, simple and complex kinds of loading, oblique bend, normal stresses, the equation of a neutral line, joint action of bend and tension-compression, decentrique tension-compression, nucleus of section at decentrique tension-compression, the theory of strength, bend with torsion, definition of stresses, check of strength of shaft, calculation of beams of variable section, calculation of beam on the elastic basis, calculations of moving details with acceleration, calculations on action of impact loading, strenth at cyclically varied stresses, method of sections for definition of internal forces, epurs internal forces at tension-compression, epurs internal forces at torsion, epurs internal forces at direct bend, the main stresses, the flat stress state, law hooke, mechanical characteristics of constructional materials, the basic concepts of the theory of reliability of designs, strength and displacement at the central tension or compression, calculation of statically indefinable systems on allowable loadings, the account of body weight at tension and compression, geometrical characteristics of flat cross sections, the moments of inertia concerning parallel axes, the main axes of inertia, the main moments of inertia, direct pure bend of beam, direct cross bend of beam, compound beam, deformations at bend, power methods of calculation of deformations, theorem castigliano, theorem of reciprocity of works, theorem of maxwell-mor, calculation of statically indefinable beams, way of comparison of deformations, application of variational methods, calculation of statically definable rod systems, epurs in flat spatial systems, method of forces, calculation of thin-walled vessels and tanks, stability of the compressed cores, euler formula, the analysis of euler formula, limits of applicability euler formula, strength at cyclically varied stresses, the diagram of fatique strength, calculation of coefficients of safety of fatique strength, vibration strength of designs, calculation of dynamic coefficient at impact loading, estimation of strength at impact loading, loadings, the concentrated loadings, the allocated loadings, kinds of the allocated loadings, characteristics of the allocated loadings, static loadings, dynamic loadings, additional internal forces, longitudinal force, cross force, the stress condition in point, tangential stress, the main platforms, linear stress condition, planar stress condition, volumetric stress condition, constructive elements of mechanisms and machines. shell, hypothesis about continuous structure of body, hypothesis about ideal elasticity of a material, hypothesis about uniformity of material, hypothesis about isotropy of material, hypothesis of flat sections, assumption about small deformations, assumption about linear dependence between deformations and loadings, principle of independence of action of forces, principle of superposition, principle saint-venant, deformation of tension, absolute elongation, relative elongation, deformation of compression, absolute contraction, relative contraction, relative cross deformation, poison coeffcient, hook law for plastic materials, the module of longitudinal elasticity, the module of elasticity of the first kind, mechanical characteristics of materials, properties of materials, the basic mechanical characteristics, limiting stress, impact viscosity, plastic constructional materials, fragile constructional materials, little plastic constructional materials, tests for tension, the conditional diagram of tension for plastic materials, limit of proportionality, limit of elasticity, limit of fluidity, limit of strength, time resistance, the conditional diagram of tension for fragile materials, test for compression, conditional diagrams of compression of plastic and fragile materials, definition of hardness on brinell, definition of hardness on rockwell, connection between hardness and limit of strength, definition of impact strength, admissible stress, safety strength, coefficient of safety strength, coefficent of safety, connection between admissible and limiting stresses, calculations on strength at tension (compression), the equation of durability, verifying calculation on durability at tension and compression, design calculations on strength, limiting deformation, condition of rigidity, calculations on rigidity at tension and compression, statically definable systems, statically indefinable systems, the general method of the decision of statically indefinable systems, the intense condition at tension and compression, stresses on the verge of an infinitesimal element, properties of the linear intense condition, the law of paired relationship of tangential stress, section in which tangential stress are maximal, pure bend, force plane, simple bend, flat bend, attributes of pure bend, neutral layer, force line, deformation of fibres, types of support, hinge-mobile support, reaction in hinge-mobile support, hinge-fixed support, reaction in hinge-fixed support, rigid sealing, reaction in rigid sealing, simple beam, console beam, a technique of definition of cross force, a rule of marks at definition of cross force, epure of cross forces, a technique of construction epure of cross forces, a technique of definition of bending moment, rule of marks at definition of bending moment, technique of construction epure of bending moments, geometrical characteristics of flat sections, the static moments of the area of section, the central axes, the moments of inertia of flat sections, axial moments of inertia, polar moments of inertia, centrifugal moments of inertia, unit of measurements of the moments of inertia, properties of the moments of inertia, the main central axes of inertia, the moments of inertia of the elementary flat sections, moments of inertia of rectangular, moments of inertia of circle, moments of inertia of circular ring, the axial moments of resistance, the polar moment of resistance, stress at bend, calculations on strength at bend, plane of bend, stress in layer on some distance from neutral layer, curvature of the bending beam, rigidity of cross section at bending, the maximal stress at bend, flexure of beam, turning angle of cross section, elastic line of beam, the approached differential equation of the bent axis of beam, the equation for definition of turning angle of cross section, the equation for definition of deflection beam, admissible deflection at calculations of beam on rigidity, pure shift and its features, platforms of pure shift, deformation of shift, size tangential stress at shift, absolute shift, linear shift, relative shift, hooke law at shift, the module of elasticity of the second kind, dimension of the module of elasticity of the second kind, condition of strength at shift, torsion of rod of round cross section, deformation of torsion, not deformability axes of torsion, invariance of planeness of cross sections, negligibly small size of normal stress at torsion, construction of epure of twisting moments, calculations on strength and rigidity at torsion, torsion of the round cylinder, absolute shift of element, relative corner of a twisting, epure of stress on cross section of the cylinder, elementary tangentual force, the elementary moment, twisting moment in cross section of the cylinder, relative twisting angle, full twisting angle, rigidity at torsion, dependence of stress on twisting moment, condition of strength at torsion, calculation on rigidity at torsion, concept about the strength theory, the equivalent linear intense condition, the theory of the greatest linear deformations, the second strength theory, condition of strength on the second strength theory, materials for which the second strength theory is applied, the theory of the greatest tangential stress, the third strength theory, condition of strength on the third strength theory, materials for which the third strength theory is applicable, the power theory of forming, the fourth strength theory, condition of strength on the fourth strength theory, materials for which the fourth theory of durability is applicable, construction resulting epure of bending moments, definition of equivalent stresses on strength theories, kinds of local stresses, concentration of stresses, the reasons causing concentration of stresses, concentrators of stresses, nominal stress, coefficient of concentration, theoretical coefficient of concentration of stress, effective coefficient of stress concentration, concentration of stresses at tension or compression, concentration of stresses at bend, concentration of stresses at torsion, methods of struggle against concentration of stresses, contact stresses, stress of crushing, the basic concepts about fatique strength, cyclic loadings, cycle of stresses, frequency of change of stresses, the period of cycle, fatique of material, cyclic strength, limit of endurance, key parameters of cycle, the maximal stress of cycle, the minimal stress of cycle, average pstress of cycle, amplitude of cycle, coefficient of asymmetry of cycle, symmetric cycle, pulsing cycle, constant stress, limit of endurance at symmetric cycle, curve of endurance, base number of cycles, limiting cycles of stresses, the diagram of limiting stresses, similar cycles, the factors influencing on size of limit of endurance, influence of stress concentration, effective coeffcient of stress concentration, theoretical coeffcient of stress concentration, coefficient of sensitivity of material, influence of the absolute sizes of detail, the scale factor, factor of influence of the absolute sizes of cross section, influence of condition of surface, coeffcient of surface condition, the valid limit of endurance of detail, calculations on durability at variable stresses, coefficient of safety on normal stresses at symmetric cycle, coefficient of safety on tangential stresses at symmetric cycle, coefficients describing sensitivity of material to asymmetry of cycle, coefficient of safety on normal pstress at asymmetrical cycle, coefficient of safety on tangential stress at asymmetrical cycle, influence of temperature and time factors on the mechanical characteristics of the material, static and fatigue tests equipment static and fatigue tests tensile test-compression test diagram, optical-geometric methods of measuring of deformations and displacements, changing the moments of inertia of the cross sections for parallel transfer of axes, criterion of limiting condition of material at the complex stress state, influence of various factors on mechanical characteristics of materials, stresses and deformations at torsion of shift of circular cross section, åhe phenomenon of hardening, definition of internal forces and stresses in statically definable systems, the sum of the normal stresses working on two mutually perpendicular platforms, possible variants of fastening of beam provided that the system is statically definable, method of definition of support reactions in a case statically definable system, the internal force factors arising in cross section of a beam at its bend, admissible stress at shift expressed through an admissible stress at tension, the basic properties of deformation of torsion within the limits of elastic deformations, definition of size of twisting moments in cross sections of a round rod, connection of size of admissible strength at torsion with size of admissible stress at tension, the formula for definition of minimally admissible diameter of the cylinder at pure torsion, principal cause of destruction of material under the second strength theory, principal cause of destruction of material under the third strength theory, calculation of round beam on strength at simultaneous action on it of bend and tension (compression), calculation of round beam on strength at simultaneous action on it of bend and torsion, ñonstruction of epure of bending moments in two mutually perpendicular planes, definition of the maximal values of normal stresses from bend in dangerous cross sections of beam, character of destruction of material at influence on it of cyclic loadings, dependence between theoretical coefficient and effective coeffcient of stress concentration, interrelation between steel strength and its sensitivity stress concentration, the general coeffcient of change of limit of endurance at symmetric cycle, coefficient of safety for at the complex stress condition at symmetric cycle, coefficient of safety at the complex stress condition at asymmetrical cycle, coefficient of safety on normal stresses at resistance to plastic deformations, coefficient of safety on tangential stresses at resistance to plastic deformations

Page Resources Breakdown

Homepage Links Analysis

Website Inpage Analysis

H1 Headings: Not Applicable H2 Headings: Not Applicable
H3 Headings: Not Applicable H4 Headings: Not Applicable
H5 Headings: Not Applicable H6 Headings: Not Applicable
Total IFRAMEs: Not Applicable Total Images: 6
Google Adsense: pub-7311195519216021 Google Analytics: Not Applicable

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HTTP Header Analysis

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Date: Tue, 10 Dec 2019 11:02:19 GMT
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Domain Information

Domain Registrar: RU-CENTER-RU
Registration Date: Dec 30, 2009, 2:45 AM 1 decade 4 years 3 months ago
Expiration Date: Dec 30, 2020, 2:45 AM 3 years 4 months 19 hours ago
Domain Status:
registered
delegated
verified

Domain Nameserver Information

Host IP Address Country
ns3.rbinfo.ru 83.174.196.146 Russia Russia
ns4.rbinfo.ru 83.174.196.151 Russia Russia

DNS Record Analysis

Host Type TTL Extra
soprotmat.ru A 3598 IP: 83.174.196.151
soprotmat.ru NS 3600 Target: ns3.rbinfo.ru
soprotmat.ru NS 3600 Target: ns4.rbinfo.ru
soprotmat.ru SOA 3600 MNAME: ns3.rbinfo.ru
RNAME: support.rbinfo.ru
Serial: 2012052100
Refresh: 10800
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Expire: 604800
Minimum TTL: 86400
soprotmat.ru MX 3600 Priority: 10
Target: mail.soprotmat.ru
soprotmat.ru MX 3600 Priority: 20
Target: mail.soprotmat.ru
soprotmat.ru TXT 3600 TXT: v=spf1 ip4:83.174.196.151 a mx ~all

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Full WHOIS Lookup

% By submitting a query to RIPN's Whois Service
% you agree to abide by the following terms of use:
% http://www.ripn.net/about/servpol.html#3.2 (in Russian)
% http://www.ripn.net/about/en/servpol.html#3.2 (in English).

domain: SOPROTMAT.RU
nserver: ns3.rbinfo.ru.
nserver: ns4.rbinfo.ru.
state: REGISTERED, DELEGATED, VERIFIED
person: Private Person
registrar: RU-CENTER-RU
admin-contact: https://www.nic.ru/whois
created: 2009-12-29T21:00:00Z
paid-till: 2020-12-29T21:00:00Z
free-date: 2021-01-30
source: TCI

Last updated on 2019-12-10T11:01:32Z
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