Idea statica 9 0 21 48860 x64

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IDEA StatiCa suspends delivery of its technology to Russian Federation and Belarus Years of building fruitful relationships with our partners and customers in Russian Federation were brutally severed on February 24 by the barbaric Kremlin invasion into a free and independent Ukraine. We regret to inform you that we, with immediate effect, are suspending deliveries of IDEA StatiCa technology to Russian Federation and Belarus. We are aware that this step will not stop the war itself and might hit people and entities which are not directly linked with the invasion. However, if this helps to raise awareness of the true face of Kremlin, hold it accountable towards its own citizens and as the result at least postpone a moment when a Russian soldier kills an innocent man, woman, or child, it is worth it. We wish there are millions of these moments. We are deeply concerned about the hateful and deceitful rhetoric used by Kremlin to justify its invasion of Ukraine - we have heard words that have no place in the civilized world of the 21st century. We encourage every citizen of Russian Federation to make their own mind, based on broader sources of data than just the state-controlled media. Despite the different views we have on civil liberties and world order, there was and still is another way than war. Letöltések Telepítési beállítások, bővitmények, licencelés Előző verziók Az IDEA StatiCa jelentős verzió frissítéseket ad ki tavasszal és ősszel. Itt letöltheti az előző két verziót, beleértve a legújabb javításokat is. IDEA STATICA 24.0.6.1223 Megjelent 21. 10. 2024 Download IDEA STATICA 23.1.5.1003 Megjelent 25. 04. 2024 Letöltés IDEA STATICA 22.1.6.0621 Megjelent 25. 04. 2024 Letöltés IDEA STATICA 21.1.9.0018 Megjelent 04. január, 2024 Download GONDATLAN LICENCELÉS Az IDEA StatiCa online licencrendszere megoldja a régi kulcsalapú rendszerek minden kérdését.Mindezt egy robusztus és biztonságos IDEA StatiCa felhő biztosítja, amelynek eléréséhez csak két dologra van szükség: a felhasználónévre (alapértelmezés szerint egy e-mail) és a jelszóra. GYIK A próbaidőszak alatt teljes technikai támogatást nyújtunk Önnek, azonosat azzal , amelyet a vásárlás után kap. Online és fiókalapú licenceket biztosítunk. Csak a hitelesítő adatokra van szükség, hogy bármilyen eszközről hozzáférhessen a licenchez. További információ a Licencelésröl itt. Nincs, az IDEA StatiCa összes licence lebegő, felhő alapu. Eszközt vagy számítógépet válthat, visszavküldheti a licencet a szerverre, megoszthatja kollégáival, és dolgozhat útközben vagy otthonról. Az IDEA StatiCa termékeknek két kiadása van. A teljes kiadás neve Enhanced, a limitált az Expert. A fenti árak az Expert kiadás árait mutatják, egy férőhelyes, lebegő licenc. Kérjen árajánlatot, hogy konkrét megoldást találjon az ön számára. Igen, az alapértelemezett IDEA StatiCa licenc abban az országban érvényes, ahol vásárolták. A multinacionális felhasználási sémákat az Enterprise licencnek kell meghatároznia. Segíthetünk valamiben? Fejlesztőmérnökeink csodálatos támogatási központot hoztak AISC Design Examples (2017). The traditional calculations are performed following the provisions for load and resistance factor design (LRFD) in the AISC Specification (2016). Only the limit state of weld rupture is evaluated. Fig. 9 Schematic of a welded bracket plate connection Fig. 10 IDEA StatiCa model of welded bracket plate connectionThe strength of the connections per IDEA StatiCa and the traditional calculations for a range of eccentricities are presented in Fig. 11. As expected, and like the bolted connections, the maximum permitted applied load decreases with increasing eccentricity. The results show a relatively uniform level of conservatism for IDEA StatiCa as compared to traditional US practice. The case with k = 0.5 exhibits an average difference of approximately 17%, whereas the case with k = 0.3 exhibits an average difference of approximately 12%. Fig. 11 Weld Rupture resistance with varying eccentricities for =0.3 and =0.5 6 SummaryThis study compared the design of bracket plate connections by traditional calculation methods used in US practice and IDEA StatiCa. Key observations from the study include: The available strength of bolted bracket connections per IDEA StatiCa agrees very well with traditional calculations per the instantaneous center of rotation method. Eccentrically loaded bolt groups may exhibit a plateau during which IDEA StatiCa shows a bolt utilization of near 100% for a range of applied loads. The applied load at which IDEA StatiCa indicates failure (i.e., with a red “x”) was taken as the limit in this study and compares well to the traditional calculations. IDEA StatiCa detects the clear distance for each bolt individually for consideration of tearout, resulting in appropriate reductions in strength when edge distances are small. The available strength of welded bracket connections per IDEA StatiCa was found to be conservative in comparison to the traditional calculations using the instantaneous center of rotation method for the cases examined.

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Knowledge base 1 How to activate the link This article is also available in: Download and install (as administrator) the latest version of IDEA StatiCa Make sure that you are using the supported version of STAAD.ProTo integrate the IDEA StatiCa plugin into STAAD.Pro, open the BIM link installer: under the BIM tab, select Activate your BIM link (1). You may be asked by the operating system to confirm access (2). Select the Install button (3) next to STAAD.Pro. You should see the "Installed" status now. To finish the integration, you need to add the plugin to the User tools inside STAAD.Pro as well. Open STAAD.Pro project (you can use the tutorial project). Under Utilities in the top ribbon, select User Tools - Configure (1). Here, add the plugin as a new user-defined tool (2): Menu items (3): IDEA StatiCa Command (4): C:\Program Files\IDEA StatiCa\StatiCa 20.1\IDEAStatiCa.vbs Initial Directory (5): C:\Program Files\IDEA StatiCa\StatiCa 20.1\ Confirm by OK (6). The IDEA StatiCa plugin has been added and can be accessed under User Tools now. Please see the remarks about the limitations of this BIM link.. Free Download IDEA StatiCa 21. (x64) - Overview of Benefits in IDEA StatiCa 21 - IDEA StatiCa 9 has truly revolutionized the field of engineering with its groundbreaking features. It

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The same strength. The bolts in an eccentrically loaded bolt group may not all have the same strength if the edge distances are small and tearout controls over bearing or bolt shear rupture. This is additionally challenging for the traditional calculations since, when using the tabulated solutions, the direction of force for each bolt is not known and thus the clear distance, a key factor in tearout strength, cannot be accurately determined. When evaluating eccentrically loaded bolt groups with small edge distances, engineers often employ the “poison bolt method” whereby the strength of all the bolts is set equal to the lowest possible strength (i.e., that computed from the lowest possible clear distance). In IDEA StatiCa, tearout strength is computed individually for each bolt based on the computed direction of force.A comparison between IDEA StatiCa results and results from traditional calculations using the poison bolt method are shown in Fig. 7. The connection for this comparison is like that described in Section 2 but with a bracket plate thickness of 3/8 in. and varying horizontal edge distance, leh. The edge distance varies between 1.125 in., the minimum edge distance per Table J3.4 of the AISC Specification (2016), and 2.25 in., a value at which bolt shear rupture will control over tearout. The results show close agreement, indicating that IDEA StatiCa is appropriately considering the effects of tearout in eccentrically loaded bolt groups. Fig. 7 Maximum factored applied load vs. horizontal edge distance 6 Slip CriticalThe instantaneous center of rotation method is also applicable to slip critical connections even though the mechanics of force transfer are different than those assumed in the method. The results of a comparison using the same connection parameters as for the connection explored in Section 3 but for a slip critical connection are presented in Fig. 8. The average difference between the IDEA StatiCa results and traditional US methods is about 1.5%. Fig. 8 Maximum factored applied load vs. eccentricity for slip-critical bolted bracket plate connection 7 Welded Bracket Plate ConnectionsA schematic of the welded bracket plate connection investigated is presented in Fig. 9 and an image of the IDEA StatiCa model is presented in Fig. 10. The parameters of the connections investigated are as follows: plate thickness of 9/16 in., ASTM A572 conforming steel for the plates (Fy = 50 ksi and Fu = 65 ksi), 3/8 in. fillet welds with E70XX weld metal, weld length, l = 10 in., and an aspect ratio of either k = 0.5 or k = 0.3. The column is a W8×40 conforming to ASTM A992 steel (Fy = 50 ksi and Fu = 65 ksi). The properties of the weld group match those of Example II.A-26 of the Essential linksSTAAD.Pro BIM link for steel connection design (AISC) | IDEA StatiCaSTAAD.Pro to IDEA StatiCa workflow Perform global analysis in your FEA Share structure and forces with IDEA StatiCa Design selected connections Code-check and optimize connections About the STAAD.Pro pluginYou can select any number of steel connections and members in STAAD.Pro and export them to IDEA StatiCa for structural design and code-checking so you can model, design, load, and check steel connections of any topology and loading. All beams, cross-sections, and operations (bolts, holes, welds, and cuts) are also completely synchronized if the STAAD.Pro model changes. IDEA StatiCa and STAAD.Pro give you an efficient workflow for your structural steel design that saves time, minimizes errors, helps with optimization, and makes the data available to your colleagues or subcontractors doing detailing and fabrication.The BIM link is managed by IDEA StatiCa Checkbot - an application for the management of BIM workflows. This means for you: Export and synchronize connections and members easily Complete control over all of your imported connections and members A clear list of all imported items including status checked/not-checked 3D visualization of imported members and loads Conversion table for materials and cross-sections Load combinations managementRead more about How Checkbot works.Known limitationsYou can find out about known limitations here.STAAD.Pro BIM link videos How to get startedGetting started is easy! Download and install both applications on the same PC. Open the IDEA Bim Links App - IDEA StatiCa will automatically detect the Installation of the Software. Click Install or follow the instructions in the tutorial for more details. Start exporting and designing steel connections right away!Please note that like with most software, there is always a short delay when new versions are released and the BIM links are updated. Please check out the list of compatible versions before installing the plugin. Trusted by engineers around the world 163353Projects shared in last 12 months 110173Active users of IDEA StatiCa in last 12 months Read more about workflows with STAAD.Pro

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Examples (2017). The traditional calculations are performed following the provisions for load and resistance factor design (LRFD) in the AISC Specification (2016). The limit states evaluated are shear rupture of the bolt, bearing, tearout, and slip. Fig. 1 Schematic of a bolted bracket plate connection Fig. 2 IDEA StatiCa model of bolted bracket plate connection3. Bolt Shear RuptureThe first investigation explores how the bolt utilization percentage varies with applied load. For one value of eccentricity, e = 16 in., the applied load was varied from 0 to 200 kips and the bolt utilization percentage as reported by IDEA StatiCa was recorded. The results are presented in Fig. 3. The relationship between applied load and bolt utilization percentage is essentially linear until an applied load of roughly 135 kips at which point the bolt utilization percentage plateaus at near 100% until an applied load of roughly 185 kips at which point the bolt utilization percentage again increases linearly. The load at which failure of the bolts indicated by IDEA StatiCa (i.e., with a red “x”) occurs later in the plateau, at an applied load of 174.7 kips. The strength of this connection per the traditional calculations is 172.6 kips.These strength results for the same connection and a range of values of eccentricity are presented in Fig. 4. As expected, the maximum permitted applied load decreases with increasing eccentricity. The results from IDEA StatiCa are in close agreement with the traditional calculations. Fig. 3.a Bolt utilization percentage as a function of applied load Fig. 3.b Bolt utilization percentage as a function of applied load (detail view) Fig. 4 Maximum factored applied load vs. eccentricity 4. Additional Bolt GroupsAdditional bolt groups are investigated in this section. The connections investigated are like those investigated in the previous section but the first has a larger gage (g = 8 in.) and the second has only two bolts in each vertical row (g = 5.5 in., s = 6 in.). A larger column size (W14×132) was used with the connection with the larger gage to ensure minimum edge distance requirements were satisfied. The results for the larger gage are presented in Fig. 5 and the results for the connection with two bolts in each vertical row are presented in Fig. 6. As before, the IDEA StatiCa results are in close agreement with the traditional calculations. Fig. 5 Maximum factored applied load vs. eccentricity for bolted bracket plate connections with two different values of bolt gage Fig. 6 Maximum factored applied load vs. eccentricity for bolted bracket plate connection with two bolts in each vertical row 5 TearoutA disadvantage of the instantaneous center of rotation method is that the tabulated solutions assume that the bolts all have

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That occur over a length of the beam, the moment is not constant. In hand calculations, the moment gradient is often conservatively neglected, and a single value of moment is used regardless of the length of the connection. The moment gradient cannot be neglected in IDEA StatiCa since the analyses ensure equilibrium and thus must be properly defined to be consistent with the structural analysis from which the required strengths were obtained. The specified moment will occur where defined by the “Forces in” option in the member menu. ConnectionThe examined connections are inspired by Equaljoints project. The haunched joint is selected for the first connection. This connection is loaded by design shear force 270 kN and design bending moment 700 kNm. The loads are specified in node. ProcedureThe procedure for this exercise assumes that the learner has a working knowledge of how to use IDEA StatiCa (e.g., how to navigate the software, define and edit operations, perform analyses, and look up results). Guidance for how to develop such knowledge is available on the IDEA StatiCa website.Retrieve the IDEA StatiCa file for the example connection provided with this exercise. Open the file in IDEA StatiCa. To perform the exercise, follow the narrative, complete the tasks, and answer the questions. Load PathThe load path for shear transferring from the beam to the column is as follows: Shear is concentrated at the beam web. Shear flows through welds by shear perpendicular stresses, \(\tau_\perp\), to the end plate. Through the end plate, the load is distributed into the bolts. Via shear stresses in bolts, the shear is transferred to the column flange and then by normal force in the column into the ground. Shear stresses caused by unit shear force and normal stresses caused by unit bending moment at elastic stageThe load path for the bending moment transferring from the beam to the column is as follows: Moment concentrates mostly to the beam flanges, which are then subject to tension and compression. The haunch is added to increase the lever arm and thus the bending resistance. The bending moment is the highest in the node, and thanks to the shear force, it continually decreases. The stresses due to bending moment flow primarily through the top flange and the flange of the haunch. From the beam and the haunch, the load is distributed into the end plate by butt welds. The beam flange to column. Free Download IDEA StatiCa 21. (x64) - Overview of Benefits in IDEA StatiCa 21 - IDEA StatiCa 9 has truly revolutionized the field of engineering with its groundbreaking features. It

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Transfer shear force. \[F_{v,Ed} = V_{Ed} / n = 270 / 12 = 22.5 \textrm{ kN}\]where: \(F_{v,Ed}\) – shear force in one bolt \(V_{Ed}\) – total shear force \(n\) – number of boltsThe forces in IDEA StatiCa are quite diverse, which is caused by a significant deformation of the column web in shear and end plate. For snug-tight bolts loaded in tension and shear, following failure modes must be checked according to EN 1993-1-8 – Table 3.4: Bolt in shear Bolt in tension Interaction tension and shearFor the connected plates (EN 1993-1-8 – Table 3.4): Bearing Punching shearAll the above failure modes are checked in IDEA StatiCa by code formulas.Further for plates using component method: T-stub in tension (end plate in bending and column flange in bending)This failure mode is checked by plastic strain limit. The first rows of bolts are loaded by tension and the end plate is in contact with column flange at the haunch flange. To calculate bending moment by hand, the tensile forces in bolts may be assumed plastically provided Clause 6.2.7.2 (9) is satisfied. Basically mode 1 or 2 (relatively thin end plate or column flange compared to bolts) should govern to ensure ductile behavior. The lever arm is the distance between a center of tension and a center of compression.The center of tension may be assumed as the top beam flange, because the tensile forces in bolts are similar at both sides of the top flange. No other bolt row has significant tensile bolt forces.The center of compression may be assumed near the haunch bottom flange, because there seems to be the center of contact stresses between the end plate and the column flange.The lever arm is estimated as:\[l=450-15/2+158-18/2=592 \textrm{ mm}\]And the average force in the top four bolts is estimated as:\[F_{t,Ed} = M_{Ed}/l/n=700/0.592/4=296 \textrm{ kN}\]Tensile forces in IDEA StatiCa are between 261 kN and 283 kN. The difference may be attributed to neglected tensile forces in the third bolt row. ColumnThe load is transferred to the column via tensile and shear forces in end-plate bolts and via contact forces between end plate and column flange. Column web stiffenerColumn web stiffener increases the strength and stiffness of column web against concentrated forces applied by contact forces, in this case by haunch flange. They also increase the yield lines for T-stubs in tension at the upper bolt rows.Affected components: Column web in transverse tension Column