[{"data":1,"prerenderedAt":3604},["ShallowReactive",2],{"kb-cs-\u002Fkb\u002Floads\u002Fasce-7-combinations":3,"kb-nav-cs":3215},{"page":4,"fallback":3205},{"id":5,"title":6,"body":7,"description":3203,"extension":3204,"faq":3205,"meta":3206,"navigation":3207,"ogImage":3208,"order":3209,"path":3210,"raw":3205,"robots":3208,"schemaOrg":3208,"seo":3211,"sitemap":3212,"stem":3213,"__hash__":3214},"content_cs\u002Fcs\u002Fkb\u002Floads\u002Fasce-7-combinations.md","Kombinace podle ASCE 7",{"type":8,"value":9,"toc":3191},"minimark",[10,25,30,33,233,271,278,285,289,451,1317,1324,1328,2324,2327,2331,2402,2818,2822,2830,3021,3064,3068,3071,3101,3105,3112,3116],[11,12,13,14,19,20,24],"p",{},"Generátor kombinací nabízí dvě normy. ",[15,16,18],"a",{"href":17},"\u002Fcs\u002Fkb\u002Floads\u002Fcombinations","EN 1990"," je jedna;\nASCE 7 je druhá a dává kombinace, které očekává modul ",[15,21,23],{"href":22},"\u002Fcs\u002Fkb\u002Fdesign-checks\u002Faisc","AISC 360",".\nProjekt může obsahovat obě (zakázka podle Eurokódu může pro srovnání nést sadu podle\nASCE) a nová kombinace začíná na normě podle národní rodiny norem projektu.",[26,27,29],"h2",{"id":28},"dvě-filozofie-dvě-sady","Dvě filozofie, dvě sady",[11,31,32],{},"ASCE 7-22 definuje kombinace ve dvou článcích kapitoly 2, pro dvě metody návrhu:",[34,35,36,55],"table",{},[37,38,39],"thead",{},[40,41,42,46,49,52],"tr",{},[43,44,45],"th",{},"Sada",[43,47,48],{},"Článek",[43,50,51],{},"Pro",[43,53,54],{},"Porovnává se s",[56,57,58,160],"tbody",{},[40,59,60,68,71,74],{},[61,62,63,67],"td",{},[64,65,66],"strong",{},"LRFD"," (návrh na únosnost)",[61,69,70],{},"§2.3.1 a pro seismicitu §2.3.6: kombinace 1–7",[61,72,73],{},"Zatížení se součiniteli, úroveň únosnosti",[61,75,76],{},[77,78,81],"span",{"className":79},[80],"katex",[77,82,86],{"className":83,"ariaHidden":85},[84],"katex-html","true",[77,87,90,95,101],{"className":88},[89],"base",[77,91],{"className":92,"style":94},[93],"strut","height:0.8889em;vertical-align:-0.1944em;",[77,96,100],{"className":97},[98,99],"mord","mathnormal","ϕ",[77,102,104,109],{"className":103},[98],[77,105,108],{"className":106,"style":107},[98,99],"margin-right:0.0077em;","R",[77,110,113],{"className":111},[112],"msupsub",[77,114,118,151],{"className":115},[116,117],"vlist-t","vlist-t2",[77,119,122,146],{"className":120},[121],"vlist-r",[77,123,127],{"className":124,"style":126},[125],"vlist","height:0.1514em;",[77,128,130,135],{"style":129},"top:-2.55em;margin-left:-0.0077em;margin-right:0.05em;",[77,131],{"className":132,"style":134},[133],"pstrut","height:2.7em;",[77,136,142],{"className":137},[138,139,140,141],"sizing","reset-size6","size3","mtight",[77,143,145],{"className":144},[98,99,141],"n",[77,147,150],{"className":148},[149],"vlist-s","​",[77,152,154],{"className":153},[121],[77,155,158],{"className":156,"style":157},[125],"height:0.15em;",[77,159],{},[40,161,162,168,171,174],{},[61,163,164,167],{},[64,165,166],{},"ASD"," (návrh na dovolenou únosnost)",[61,169,170],{},"§2.4.1 a pro seismicitu §2.4.5: kombinace 1–10",[61,172,173],{},"Nominální zatížení, provozní úroveň",[61,175,176],{},[77,177,179],{"className":178},[80],[77,180,182],{"className":181,"ariaHidden":85},[84],[77,183,185,189,229],{"className":184},[89],[77,186],{"className":187,"style":188},[93],"height:1em;vertical-align:-0.25em;",[77,190,192,195],{"className":191},[98],[77,193,108],{"className":194,"style":107},[98,99],[77,196,198],{"className":197},[112],[77,199,201,221],{"className":200},[116,117],[77,202,204,218],{"className":203},[121],[77,205,207],{"className":206,"style":126},[125],[77,208,209,212],{"style":129},[77,210],{"className":211,"style":134},[133],[77,213,215],{"className":214},[138,139,140,141],[77,216,145],{"className":217},[98,99,141],[77,219,150],{"className":220},[149],[77,222,224],{"className":223},[121],[77,225,227],{"className":226,"style":157},[125],[77,228],{},[77,230,232],{"className":231},[98],"\u002FΩ",[11,234,235,236,270],{},"Třetí, menší sada, provozní kombinace z přílohy o použitelnosti (příloha C, komentář\nCC.2.2), se generuje pro posouzení průhybů a vodorovných posunů pater, s provozním větrem\n",[77,237,239],{"className":238},[80],[77,240,242],{"className":241,"ariaHidden":85},[84],[77,243,245,249,253,261,265],{"className":244},[89],[77,246],{"className":247,"style":248},[93],"height:0.8778em;vertical-align:-0.1944em;",[77,250,252],{"className":251},[98],"0",[77,254,256],{"className":255},[98],[77,257,260],{"className":258},[259],"mpunct",",",[77,262,264],{"className":263},[98],"42",[77,266,269],{"className":267,"style":268},[98,99],"margin-right:0.1389em;","W"," – zhruba desetiletým – pokud nezadáte jiný poměr.",[11,272,273,274,277],{},"Obě sady ",[64,275,276],{},"nejsou na straně zatížení zaměnitelné",". Modul AISC umožňuje zvolit LRFD nebo\nASD jako parametr posudku a obě cesty používají stejné nominální únosnosti; rozdíl je\nvýhradně v tom, co se s čím porovnává.",[279,280,282],"callout",{"type":281},"danger",[11,283,284],{},"Posudek LRFD krmený kombinacemi ASD je nebezpečný zhruba v poměru součinitelů zatížení.\nModul uvádí, kterou sadu očekává, místo aby ji předpokládal.",[26,286,288],{"id":287},"sada-lrfd","Sada LRFD",[11,290,291,292,310,311,327,328,383,384,401,402,417,418,433,434,450],{},"Kde ",[77,293,295],{"className":294},[80],[77,296,298],{"className":297,"ariaHidden":85},[84],[77,299,301,305],{"className":300},[89],[77,302],{"className":303,"style":304},[93],"height:0.6833em;",[77,306,309],{"className":307,"style":308},[98,99],"margin-right:0.0278em;","D"," je stálé zatížení, ",[77,312,314],{"className":313},[80],[77,315,317],{"className":316,"ariaHidden":85},[84],[77,318,320,323],{"className":319},[89],[77,321],{"className":322,"style":304},[93],[77,324,326],{"className":325},[98,99],"L"," užitné na stropech, ",[77,329,331],{"className":330},[80],[77,332,334],{"className":333,"ariaHidden":85},[84],[77,335,337,341],{"className":336},[89],[77,338],{"className":339,"style":340},[93],"height:0.8333em;vertical-align:-0.15em;",[77,342,344,347],{"className":343},[98],[77,345,326],{"className":346},[98,99],[77,348,350],{"className":349},[112],[77,351,353,375],{"className":352},[116,117],[77,354,356,372],{"className":355},[121],[77,357,359],{"className":358,"style":126},[125],[77,360,362,365],{"style":361},"top:-2.55em;margin-left:0em;margin-right:0.05em;",[77,363],{"className":364,"style":134},[133],[77,366,368],{"className":367},[138,139,140,141],[77,369,371],{"className":370,"style":308},[98,99,141],"r",[77,373,150],{"className":374},[149],[77,376,378],{"className":377},[121],[77,379,381],{"className":380,"style":157},[125],[77,382],{}," užitné na střeše, ",[77,385,387],{"className":386},[80],[77,388,390],{"className":389,"ariaHidden":85},[84],[77,391,393,396],{"className":392},[89],[77,394],{"className":395,"style":304},[93],[77,397,400],{"className":398,"style":399},[98,99],"margin-right:0.0576em;","S"," sníh, ",[77,403,405],{"className":404},[80],[77,406,408],{"className":407,"ariaHidden":85},[84],[77,409,411,414],{"className":410},[89],[77,412],{"className":413,"style":304},[93],[77,415,108],{"className":416,"style":107},[98,99],"\ndéšť, ",[77,419,421],{"className":420},[80],[77,422,424],{"className":423,"ariaHidden":85},[84],[77,425,427,430],{"className":426},[89],[77,428],{"className":429,"style":304},[93],[77,431,269],{"className":432,"style":268},[98,99]," vítr a ",[77,435,437],{"className":436},[80],[77,438,440],{"className":439,"ariaHidden":85},[84],[77,441,443,446],{"className":442},[89],[77,444],{"className":445,"style":304},[93],[77,447,449],{"className":448,"style":399},[98,99],"E"," 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me":1991},[935],[77,1993,1994,1997],{"style":1539},[77,1995],{"className":1996,"style":584},[133],[77,1998,2000,2003,2006,2009,2012,2015,2019],{"className":1999},[98],[77,2001],{"className":2002},[98],[77,2004,309],{"className":2005,"style":308},[98,99],[77,2007],{"className":2008,"style":838},[837],[77,2010,843],{"className":2011},[842],[77,2013],{"className":2014,"style":838},[837],[77,2016,2018],{"className":2017},[98],"0.6",[77,2020,269],{"className":2021,"style":268},[98,99],[77,2023,2024,2027],{"style":1554},[77,2025],{"className":2026,"style":584},[133],[77,2028,2030,2033,2036,2039,2042,2045,2048,2051,2054,2057,2060,2063,2066,2069,2072,2075,2078,2081,2084,2087,2090,2130,2136,2139,2145,2148],{"className":2029},[98],[77,2031],{"className":2032},[98],[77,2034,309],{"className":2035,"style":308},[98,99],[77,2037],{"className":2038,"style":838},[837],[77,2040,843],{"className":2041},[842],[77,2043],{"className":2044,"style":838},[837],[77,2046,1912],{"className":2047},[98],[77,2049,326],{"className":2050},[98,99],[77,2052],{"className":2053,"style":838},[837],[77,2055,843],{"className":2056},[842],[77,2058],{"className":2059,"style":838},[837],[77,2061,1912],{"className":2062},[98],[77,2064,871],{"className":2065},[870],[77,2067,2018],{"className":2068},[98],[77,2070,269],{"className":2071,"style":268},[98,99],[77,2073,936],{"className":2074},[935],[77,2076],{"className":2077,"style":838},[837],[77,2079,843],{"className":2080},[842],[77,2082],{"className":2083,"style":838},[837],[77,2085,1912],{"className":2086},[98],[77,2088,871],{"className":2089},[870],[77,2091,2093,2096],{"className":2092},[98],[77,2094,326],{"className":2095},[98,99],[77,2097,2099],{"className":2098},[112],[77,2100,2102,2122],{"className":2101},[116,117],[77,2103,2105,2119],{"className":2104},[121],[77,2106,2108],{"className":2107,"style":126},[125],[77,2109,2110,2113],{"style":361},[77,2111],{"className":2112,"style":134},[133],[77,2114,2116],{"className":2115},[138,139,140,141],[77,2117,371],{"className":2118,"style":308},[98,99,141],[77,2120,150],{"className":2121},[149],[77,2123,2125],{"className":2124},[121],[77,2126,2128],{"className":2127,"style":157},[125],[77,2129],{},[77,2131,2133],{"className":2132},[98,915],[77,2134,919],{"className":2135},[98],[77,2137,400],{"className":2138,"style":399},[98,99],[77,2140,2142],{"className":2141},[98,915],[77,2143,919],{"className":2144},[98],[77,2146,108],{"className":2147,"style":107},[98,99],[77,2149,936],{"className":2150},[935],[77,2152,2153,2156],{"style":1569},[77,2154],{"className":2155,"style":584},[133],[77,2157,2159,2162,2165,2168,2171,2174,2177,2180],{"className":2158},[98],[77,2160],{"className":2161},[98],[77,2163,2018],{"className":2164},[98],[77,2166,309],{"className":2167,"style":308},[98,99],[77,2169],{"className":2170,"style":838},[837],[77,2172,843],{"className":2173},[842],[77,2175],{"className":2176,"style":838},[837],[77,2178,2018],{"className":2179},[98],[77,2181,269],{"className":2182,"style":268},[98,99],[77,2184,2185,2188],{"style":1584},[77,2186],{"className":2187,"style":584},[133],[77,2189,2191,2194,2197,2200,2203,2206,2210],{"className":2190},[98],[77,2192],{"className":2193},[98],[77,2195,309],{"className":2196,"style":308},[98,99],[77,2198],{"className":2199,"style":838},[837],[77,2201,843],{"className":2202},[842],[77,2204],{"className":2205,"style":838},[837],[77,2207,2209],{"className":2208},[98],"0.7",[77,2211,449],{"className":2212,"style":399},[98,99],[77,2214,2215,2218],{"style":1600},[77,2216],{"className":2217,"style":584},[133],[77,2219,2221,2224,2227,2230,2233,2236,2239,2242,2245,2248,2251,2254,2257,2260,2263,2266,2269,2272,2275,2278],{"className":2220},[98],[77,2222],{"className":2223},[98],[77,2225,309],{"className":2226,"style":308},[98,99],[77,2228],{"className":2229,"style":838},[837],[77,2231,843],{"className":2232},[842],[77,2234],{"className":2235,"style":838},[837],[77,2237,1912],{"className":2238},[98],[77,2240,326],{"className":2241},[98,99],[77,2243],{"className":2244,"style":838},[837],[77,2246,843],{"className":2247},[842],[77,2249],{"className":2250,"style":838},[837],[77,2252,1912],{"className":2253},[98],[77,2255,871],{"className":2256},[870],[77,2258,2209],{"className":2259},[98],[77,2261,449],{"className":2262,"style":399},[98,99],[77,2264,936],{"className":2265},[935],[77,2267],{"className":2268,"style":838},[837],[77,2270,843],{"className":2271},[842],[77,2273],{"className":2274,"style":838},[837],[77,2276,1912],{"className":2277},[98],[77,2279,400],{"className":2280,"style":399},[98,99],[77,2282,2283,2286],{"style":1616},[77,2284],{"className":2285,"style":584},[133],[77,2287,2289,2292,2295,2298,2301,2304,2307,2310],{"className":2288},[98],[77,2290],{"className":2291},[98],[77,2293,2018],{"className":2294},[98],[77,2296,309],{"className":2297,"style":308},[98,99],[77,2299],{"className":2300,"style":838},[837],[77,2302,843],{"className":2303},[842],[77,2305],{"className":2306,"style":838},[837],[77,2308,2209],{"className":2309},[98],[77,2311,449],{"className":2312,"style":399},[98,99],[77,2314,150],{"className":2315},[149],[77,2317,2319],{"className":2318},[121],[77,2320,2322],{"className":2321,"style":1462},[125],[77,2323],{},[11,2325,2326],{},"Součinitel 0.75 v pravidlech 4, 6 a 9 zohledňuje nepravděpodobnost, že by dvě proměnná\nzatížení dosáhla maxima současně: je to obdoba součinitele ψ v ASD.",[26,2328,2330],{"id":2329},"součinitele-jsou-pole","Součinitele jsou pole",[11,2332,2333,2334,2349,2350,2365,2366,2381,2382,2397,2398,2401],{},"Stejně jako u generátoru podle Eurokódu jsou součinitele LRFD (1.4, 1.2, 0.9, 1.6 u ",[77,2335,2337],{"className":2336},[80],[77,2338,2340],{"className":2339,"ariaHidden":85},[84],[77,2341,2343,2346],{"className":2342},[89],[77,2344],{"className":2345,"style":304},[93],[77,2347,326],{"className":2348},[98,99],"\na u zatížení střechy, 1.0 u ",[77,2351,2353],{"className":2352},[80],[77,2354,2356],{"className":2355,"ariaHidden":85},[84],[77,2357,2359,2362],{"className":2358},[89],[77,2360],{"className":2361,"style":304},[93],[77,2363,269],{"className":2364,"style":268},[98,99]," a ",[77,2367,2369],{"className":2368},[80],[77,2370,2372],{"className":2371,"ariaHidden":85},[84],[77,2373,2375,2378],{"className":2374},[89],[77,2376],{"className":2377,"style":304},[93],[77,2379,449],{"className":2380,"style":399},[98,99]," a vedlejší ",[77,2383,2385],{"className":2384},[80],[77,2386,2388],{"className":2387,"ariaHidden":85},[84],[77,2389,2391,2394],{"className":2390},[89],[77,2392],{"className":2393,"style":304},[93],[77,2395,326],{"className":2396},[98,99],") ",[64,2399,2400],{},"editovatelná pole"," generátoru, ne\nkonstanty zakompilované do aplikace, a stejně tak součinitele větru a sněhu na provozní\núrovni. Součinitele ASD (0.6, 0.7, 0.75) jsou pevné. Pole jsou podstatná u tří\nustanovení:",[2403,2404,2405,2463,2527],"ul",{},[2406,2407,2408,2411,2412,2427,2428,2446,2447,2462],"li",{},[64,2409,2410],{},"Výjimka 0.5 pro užitné zatížení."," §2.3.1 připouští vedlejší ",[77,2413,2415],{"className":2414},[80],[77,2416,2418],{"className":2417,"ariaHidden":85},[84],[77,2419,2421,2424],{"className":2420},[89],[77,2422],{"className":2423,"style":304},[93],[77,2425,326],{"className":2426},[98,99]," v pravidlech 3, 4 a 6\nuvažovat jako ",[77,2429,2431],{"className":2430},[80],[77,2432,2434],{"className":2433,"ariaHidden":85},[84],[77,2435,2437,2440,2443],{"className":2436},[89],[77,2438],{"className":2439,"style":304},[93],[77,2441,866],{"className":2442},[98],[77,2444,326],{"className":2445},[98,99],", pokud ",[77,2448,2450],{"className":2449},[80],[77,2451,2453],{"className":2452,"ariaHidden":85},[84],[77,2454,2456,2459],{"className":2455},[89],[77,2457],{"className":2458,"style":304},[93],[77,2460,326],{"className":2461},[98,99]," nepřesahuje 100 psf (asi 4.8 kN\u002Fm²) a nejde o garáž ani\nshromažďovací prostor. Je to hodnota, kterou nastavíte, ne větev, kterou byste obcházeli.",[2406,2464,2465,2468,2469,2487,2488,2506,2507,2526],{},[64,2466,2467],{},"Vítr."," Součinitel ",[77,2470,2472],{"className":2471},[80],[77,2473,2475],{"className":2474,"ariaHidden":85},[84],[77,2476,2478,2481,2484],{"className":2477},[89],[77,2479],{"className":2480,"style":304},[93],[77,2482,1089],{"className":2483},[98],[77,2485,269],{"className":2486,"style":268},[98,99]," předpokládá rychlosti větru z map na úrovni únosnosti.\nProjekt vycházející ze starších větrových dat na provozní úrovni používá ",[77,2489,2491],{"className":2490},[80],[77,2492,2494],{"className":2493,"ariaHidden":85},[84],[77,2495,2497,2500,2503],{"className":2496},[89],[77,2498],{"className":2499,"style":304},[93],[77,2501,850],{"className":2502},[98],[77,2504,269],{"className":2505,"style":268},[98,99]," a\n",[77,2508,2510],{"className":2509},[80],[77,2511,2513],{"className":2512,"ariaHidden":85},[84],[77,2514,2516,2519,2523],{"className":2515},[89],[77,2517],{"className":2518,"style":304},[93],[77,2520,2522],{"className":2521},[98],"0.8",[77,2524,269],{"className":2525,"style":268},[98,99]," ve starším tvaru pravidel. Změňte pole a uveďte to ve statickém výpočtu.",[2406,2528,2529,2468,2532,2550,2551,2566,2567,2622,2623,2748,2749,2764,2765,2817],{},[64,2530,2531],{},"Zemětřesení.",[77,2533,2535],{"className":2534},[80],[77,2536,2538],{"className":2537,"ariaHidden":85},[84],[77,2539,2541,2544,2547],{"className":2540},[89],[77,2542],{"className":2543,"style":304},[93],[77,2545,1089],{"className":2546},[98],[77,2548,449],{"className":2549,"style":399},[98,99]," je pole jako ostatní. Norma definuje ",[77,2552,2554],{"className":2553},[80],[77,2555,2557],{"className":2556,"ariaHidden":85},[84],[77,2558,2560,2563],{"className":2559},[89],[77,2561],{"className":2562,"style":304},[93],[77,2564,449],{"className":2565,"style":399},[98,99]," z vodorovné\na svislé složky (",[77,2568,2570],{"className":2569},[80],[77,2571,2573],{"className":2572,"ariaHidden":85},[84],[77,2574,2576,2579],{"className":2575},[89],[77,2577],{"className":2578,"style":340},[93],[77,2580,2582,2585],{"className":2581},[98],[77,2583,449],{"className":2584,"style":399},[98,99],[77,2586,2588],{"className":2587},[112],[77,2589,2591,2614],{"className":2590},[116,117],[77,2592,2594,2611],{"className":2593},[121],[77,2595,2598],{"className":2596,"style":2597},[125],"height:0.3361em;",[77,2599,2601,2604],{"style":2600},"top:-2.55em;margin-left:-0.0576em;margin-right:0.05em;",[77,2602],{"className":2603,"style":134},[133],[77,2605,2607],{"className":2606},[138,139,140,141],[77,2608,2610],{"className":2609},[98,99,141],"h",[77,2612,150],{"className":2613},[149],[77,2615,2617],{"className":2616},[121],[77,2618,2620],{"className":2619,"style":157},[125],[77,2621],{},", ",[77,2624,2626],{"className":2625},[80],[77,2627,2629,2689],{"className":2628,"ariaHidden":85},[84],[77,2630,2632,2635,2677,2681,2686],{"className":2631},[89],[77,2633],{"className":2634,"style":340},[93],[77,2636,2638,2641],{"className":2637},[98],[77,2639,449],{"className":2640,"style":399},[98,99],[77,2642,2644],{"className":2643},[112],[77,2645,2647,2669],{"className":2646},[116,117],[77,2648,2650,2666],{"className":2649},[121],[77,2651,2653],{"className":2652,"style":126},[125],[77,2654,2655,2658],{"style":2600},[77,2656],{"className":2657,"style":134},[133],[77,2659,2661],{"className":2660},[138,139,140,141],[77,2662,2665],{"className":2663,"style":2664},[98,99,141],"margin-right:0.0359em;","v",[77,2667,150],{"className":2668},[149],[77,2670,2672],{"className":2671},[121],[77,2673,2675],{"className":2674,"style":157},[125],[77,2676],{},[77,2678],{"className":2679,"style":2680},[837],"margin-right:0.2778em;",[77,2682,2685],{"className":2683},[2684],"mrel","=",[77,2687],{"className":2688,"style":2680},[837],[77,2690,2692,2695,2698,2745],{"className":2691},[89],[77,2693],{"className":2694,"style":340},[93],[77,2696,1270],{"className":2697},[98],[77,2699,2701,2704],{"className":2700},[98],[77,2702,400],{"className":2703,"style":399},[98,99],[77,2705,2707],{"className":2706},[112],[77,2708,2710,2737],{"className":2709},[116,117],[77,2711,2713,2734],{"className":2712},[121],[77,2714,2717],{"className":2715,"style":2716},[125],"height:0.3283em;",[77,2718,2719,2722],{"style":2600},[77,2720],{"className":2721,"style":134},[133],[77,2723,2725],{"className":2724},[138,139,140,141],[77,2726,2728,2731],{"className":2727},[98,141],[77,2729,309],{"className":2730,"style":308},[98,99,141],[77,2732,400],{"className":2733,"style":399},[98,99,141],[77,2735,150],{"className":2736},[149],[77,2738,2740],{"className":2739},[121],[77,2741,2743],{"className":2742,"style":157},[125],[77,2744],{},[77,2746,309],{"className":2747,"style":308},[98,99],"); generátor bere ",[77,2750,2752],{"className":2751},[80],[77,2753,2755],{"className":2754,"ariaHidden":85},[84],[77,2756,2758,2761],{"className":2757},[89],[77,2759],{"className":2760,"style":304},[93],[77,2762,449],{"className":2763,"style":399},[98,99]," jako jedno zatížení,\nekvivalentní statický seismický stav, který váš model nese. ",[77,2766,2768],{"className":2767},[80],[77,2769,2771],{"className":2770,"ariaHidden":85},[84],[77,2772,2774,2777],{"className":2773},[89],[77,2775],{"className":2776,"style":340},[93],[77,2778,2780,2783],{"className":2779},[98],[77,2781,449],{"className":2782,"style":399},[98,99],[77,2784,2786],{"className":2785},[112],[77,2787,2789,2809],{"className":2788},[116,117],[77,2790,2792,2806],{"className":2791},[121],[77,2793,2795],{"className":2794,"style":126},[125],[77,2796,2797,2800],{"style":2600},[77,2798],{"className":2799,"style":134},[133],[77,2801,2803],{"className":2802},[138,139,140,141],[77,2804,2665],{"className":2805,"style":2664},[98,99,141],[77,2807,150],{"className":2808},[149],[77,2810,2812],{"className":2811},[121],[77,2813,2815],{"className":2814,"style":157},[125],[77,2816],{}," do tohoto stavu\nzahrňte, nebo ho vynechte, kde to norma dovoluje, a uveďte to ve statickém výpočtu.",[26,2819,2821],{"id":2820},"přiřazení-vašich-skupin-zatížení","Přiřazení vašich skupin zatížení",[11,2823,2824,2825,2829],{},"Generátor použije pravidla na ",[15,2826,2828],{"href":2827},"\u002Fcs\u002Fkb\u002Floads\u002Fload-cases#grouping","skupiny zatížení",", které\njste definovali. Nehádá, který stav je který:",[34,2831,2832,2842],{},[37,2833,2834],{},[40,2835,2836,2839],{},[43,2837,2838],{},"Zatížení ASCE 7",[43,2840,2841],{},"Vaše skupina",[56,2843,2844,2866,2888,2977,2999],{},[40,2845,2846,2863],{},[61,2847,2848],{},[77,2849,2851],{"className":2850},[80],[77,2852,2854],{"className":2853,"ariaHidden":85},[84],[77,2855,2857,2860],{"className":2856},[89],[77,2858],{"className":2859,"style":304},[93],[77,2861,309],{"className":2862,"style":308},[98,99],[61,2864,2865],{},"Stálé: vlastní tíha a ostatní stálé, společně",[40,2867,2868,2885],{},[61,2869,2870],{},[77,2871,2873],{"className":2872},[80],[77,2874,2876],{"className":2875,"ariaHidden":85},[84],[77,2877,2879,2882],{"className":2878},[89],[77,2880],{"className":2881,"style":304},[93],[77,2883,326],{"className":2884},[98,99],[61,2886,2887],{},"Proměnné, užitné na stropech; uspořádání ve výlučné skupině",[40,2889,2890,2974],{},[61,2891,2892,2622,2944,2622,2959],{},[77,2893,2895],{"className":2894},[80],[77,2896,2898],{"className":2897,"ariaHidden":85},[84],[77,2899,2901,2904],{"className":2900},[89],[77,2902],{"className":2903,"style":340},[93],[77,2905,2907,2910],{"className":2906},[98],[77,2908,326],{"className":2909},[98,99],[77,2911,2913],{"className":2912},[112],[77,2914,2916,2936],{"className":2915},[116,117],[77,2917,2919,2933],{"className":2918},[121],[77,2920,2922],{"className":2921,"style":126},[125],[77,2923,2924,2927],{"style":361},[77,2925],{"className":2926,"style":134},[133],[77,2928,2930],{"className":2929},[138,139,140,141],[77,2931,371],{"className":2932,"style":308},[98,99,141],[77,2934,150],{"className":2935},[149],[77,2937,2939],{"className":2938},[121],[77,2940,2942],{"className":2941,"style":157},[125],[77,2943],{},[77,2945,2947],{"className":2946},[80],[77,2948,2950],{"className":2949,"ariaHidden":85},[84],[77,2951,2953,2956],{"className":2952},[89],[77,2954],{"className":2955,"style":304},[93],[77,2957,400],{"className":2958,"style":399},[98,99],[77,2960,2962],{"className":2961},[80],[77,2963,2965],{"className":2964,"ariaHidden":85},[84],[77,2966,2968,2971],{"className":2967},[89],[77,2969],{"className":2970,"style":304},[93],[77,2972,108],{"className":2973,"style":107},[98,99],[61,2975,2976],{},"Užitné na střeše, sníh a déšť, každé ve vlastní skupině",[40,2978,2979,2996],{},[61,2980,2981],{},[77,2982,2984],{"className":2983},[80],[77,2985,2987],{"className":2986,"ariaHidden":85},[84],[77,2988,2990,2993],{"className":2989},[89],[77,2991],{"className":2992,"style":304},[93],[77,2994,269],{"className":2995,"style":268},[98,99],[61,2997,2998],{},"Vítr: směry ve výlučné skupině, aby dva směry nikdy nepůsobily společně",[40,3000,3001,3018],{},[61,3002,3003],{},[77,3004,3006],{"className":3005},[80],[77,3007,3009],{"className":3008,"ariaHidden":85},[84],[77,3010,3012,3015],{"className":3011},[89],[77,3013],{"className":3014,"style":304},[93],[77,3016,449],{"className":3017,"style":399},[98,99],[61,3019,3020],{},"Zemětřesení: směry ve výlučné skupině",[279,3022,3024],{"type":3023},"warning",[11,3025,3026,3027,2365,3045,3063],{},"Varianty s příznivým stálým zatížením, ",[77,3028,3030],{"className":3029},[80],[77,3031,3033],{"className":3032,"ariaHidden":85},[84],[77,3034,3036,3039,3042],{"className":3035},[89],[77,3037],{"className":3038,"style":304},[93],[77,3040,1195],{"className":3041},[98],[77,3043,309],{"className":3044,"style":308},[98,99],[77,3046,3048],{"className":3047},[80],[77,3049,3051],{"className":3050,"ariaHidden":85},[84],[77,3052,3054,3057,3060],{"className":3053},[89],[77,3055],{"className":3056,"style":304},[93],[77,3058,2018],{"className":3059},[98],[77,3061,309],{"className":3062,"style":308},[98,99],", jsou pravidla, která rozhodují o\nnadzvednutí a překlopení, a zároveň ta, která se v ručně psané sadě nejčastěji vynechají.\nGenerátor je vytváří.",[26,3065,3067],{"id":3066},"čtení-vygenerované-sady","Čtení vygenerované sady",[11,3069,3070],{},"Stejná disciplína jako u kombinací podle Eurokódu:",[3072,3073,3074],"steps",{},[3075,3076,3077,3083,3089,3095],"ol",{},[2406,3078,3079,3082],{},[64,3080,3081],{},"Spočítejte ji."," Dvě střešní zatížení a dva směry větru mají dát sadu o desítkách\nkombinací, ne stovkách.",[2406,3084,3085,3088],{},[64,3086,3087],{},"Otevřete rozhodující kombinaci"," po výpočtu a přečtěte si její součinitele. Měly by\nto být ty, které byste napsali sami.",[2406,3090,3091,3094],{},[64,3092,3093],{},"Zkontrolujte výlučné skupiny."," Vítr ze dvou směrů v jedné kombinaci je příznakem\nskupiny, která nebyla označena jako výlučná.",[2406,3096,3097,3100],{},[64,3098,3099],{},"Po přidání stavu generujte znovu."," Sada se sama neaktualizuje.",[26,3102,3104],{"id":3103},"spárování-s-posudkem","Spárování s posudkem",[11,3106,3107,3108,3111],{},"Nasměrujte ",[15,3109,3110],{"href":22},"posudek AISC 360"," na sadu LRFD se zvolenou metodou\nLRFD, nebo na sadu ASD s metodou ASD. Posudek projde každou kombinaci, kterou dostane, a\nuvede rozhodující s článkem normy a dosazeným vzorcem, stejně jako modul podle Eurokódu.\nPrůhyby a vodorovné posuny pater se posuzují na sadě pro použitelnost s limity ze\nspecifikace projektu.",[26,3113,3115],{"id":3114},"související","Související",[11,3117,3118,3121,3122,3126,3127,3131,3132,3190],{},[15,3119,3120],{"href":17},"Automatické kombinace"," pokrývají pravidla EN 1990 a tabulky\ndílčích součinitelů; ",[15,3123,3125],{"href":3124},"\u002Fcs\u002Fkb\u002Floads\u002Fenvelopes","Obálky"," popisují, jak z kterékoli sady\nzískat rozhodující hodnotu; ",[15,3128,3130],{"href":3129},"\u002Fcs\u002Fkb\u002Fdesign-checks\u002Fnational-annexes","Národní přílohy","\nvysvětlují položku Spojené státy v seznamu rodin norem projektu, kde místo ",[77,3133,3135],{"className":3134},[80],[77,3136,3138],{"className":3137,"ariaHidden":85},[84],[77,3139,3141,3145],{"className":3140},[89],[77,3142],{"className":3143,"style":3144},[93],"height:0.625em;vertical-align:-0.1944em;",[77,3146,3148,3153],{"className":3147},[98],[77,3149,3152],{"className":3150,"style":3151},[98,99],"margin-right:0.0556em;","γ",[77,3154,3156],{"className":3155},[112],[77,3157,3159,3182],{"className":3158},[116,117],[77,3160,3162,3179],{"className":3161},[121],[77,3163,3165],{"className":3164,"style":2716},[125],[77,3166,3168,3171],{"style":3167},"top:-2.55em;margin-left:-0.0556em;margin-right:0.05em;",[77,3169],{"className":3170,"style":134},[133],[77,3172,3174],{"className":3173},[138,139,140,141],[77,3175,3178],{"className":3176,"style":3177},[98,99,141],"margin-right:0.109em;","M",[77,3180,150],{"className":3181},[149],[77,3183,3185],{"className":3184},[121],[77,3186,3188],{"className":3187,"style":157},[125],[77,3189],{},"\nvystupuje metoda návrhu.",{"title":3192,"searchDepth":3193,"depth":3193,"links":3194},"",2,[3195,3196,3197,3198,3199,3200,3201,3202],{"id":28,"depth":3193,"text":29},{"id":287,"depth":3193,"text":288},{"id":1326,"depth":3193,"text":1327},{"id":2329,"depth":3193,"text":2330},{"id":2820,"depth":3193,"text":2821},{"id":3066,"depth":3193,"text":3067},{"id":3103,"depth":3193,"text":3104},{"id":3114,"depth":3193,"text":3115},"Kombinace LRFD a ASD podle ASCE 7-22 – jak generátor přiřadí vaše skupiny zatížení k D, L, Lr, S, W a E a jak je spárovat s posudkem AISC.","md",false,{},true,null,4,"\u002Fcs\u002Fkb\u002Floads\u002Fasce-7-combinations",{"title":6,"description":3203},{"loc":3210},"cs\u002Fkb\u002Floads\u002Fasce-7-combinations","HKlNzJ84fvNp1qUF_nCx05Ex_Itcp47fvK19r_NmYDY",{"sections":3216,"extras":3520,"flat":3533},[3217,3252,3295,3314,3342,3373,3397,3428,3455,3482,3497],{"path":3218,"slug":3219,"title":3220,"description":3221,"icon":3222,"articles":3223},"\u002Fcs\u002Fkb\u002Fgetting-started","getting-started","Začínáme","Od prázdné záložky k spočítané a posouzené konstrukci – tři návody, po kterých v Elementariu začnete normálně pracovat.","lucide:rocket",[3224,3228,3232,3236,3240,3244,3248],{"path":3225,"title":3226,"description":3227,"translated":3207},"\u002Fcs\u002Fkb\u002Fgetting-started\u002Funits","Jednotky","Jak fungují jednotky – uvnitř SI, na obrazovce vaše soustava – a převody, které stojí za většinou chybných výsledků ve statických modelech.",{"path":3229,"title":3230,"description":3231,"translated":3207},"\u002Fcs\u002Fkb\u002Fgetting-started\u002Fkeyboard-shortcuts","Klávesové zkratky","Všechny klávesové zkratky v pracovním prostředí, gesta myši v oknech pohledů, co přijímají číselná pole a čemu rozumí paleta příkazů.",{"path":3233,"title":3234,"description":3235,"translated":3207},"\u002Fcs\u002Fkb\u002Fgetting-started\u002Finterface-tour","Prohlídka pracovního prostředí","Pás karet, panel vlastností, ukotvitelná okna pohledů, tabulkový dok, paleta příkazů a stavový řádek – k čemu slouží jednotlivé části editoru.",{"path":3237,"title":3238,"description":3239,"translated":3207},"\u002Fcs\u002Fkb\u002Fgetting-started\u002Ffirst-analysis","První výpočet","Zatěžovací stavy, kombinace a lineární statika – a pak hlavně to, jak rozhodnout, zda se výsledku dá věřit.",{"path":3241,"title":3242,"description":3243,"translated":3207},"\u002Fcs\u002Fkb\u002Fgetting-started\u002Fscope-and-limits","Rozsah a omezení","Co Elementarium dnes modeluje, počítá a posuzuje a co ne – na jedné stránce, než mu svěříte zakázku.",{"path":3245,"title":3246,"description":3247,"translated":3207},"\u002Fcs\u002Fkb\u002Fgetting-started\u002Fquickstart","Rychlý start","Vymodelujte rámovou halu, zatižte ji, spočítejte a přečtěte průběh ohybových momentů – zhruba deset minut od prázdné záložky.",{"path":3249,"title":3250,"description":3251,"translated":3207},"\u002Fcs\u002Fkb\u002Fgetting-started\u002Fsystem-requirements","Systémové požadavky","Ve kterých prohlížečích a na jakých zařízeních Elementarium běží, jak vlákna ovlivňují rychlost výpočtu a kde je praktický strop velikosti modelu.",{"path":3253,"slug":3254,"title":3255,"description":3256,"icon":3257,"articles":3258},"\u002Fcs\u002Fkb\u002Fmodeling","modeling","Modelování","Pruty, nosníky, prostorové rámy, desky a stěny. Geometrie, průřezy, podpory a klouby, které se chovají jako skutečná konstrukce.","lucide:frame",[3259,3263,3267,3271,3275,3279,3283,3287,3291],{"path":3260,"title":3261,"description":3262,"translated":3207},"\u002Fcs\u002Fkb\u002Fmodeling\u002Fsurfaces","Desky, stěny a skořepiny","Modelování plošných prvků v Elementariu – obrysy, otvory a tloušťka, jak se k desce připojí nosník nebo stěna, lokální osy a co znamená výsledek na ploše.",{"path":3264,"title":3265,"description":3266,"translated":3207},"\u002Fcs\u002Fkb\u002Fmodeling\u002Fstructure-generators","Generátory konstrukcí","Pětatřicet parametrických konstrukcí – příhradové nosníky, rámy, oblouky, stožáry, kopule a skořepiny – z několika rozměrů, s podporami a zatížením.",{"path":3268,"title":3269,"description":3270,"translated":3207},"\u002Fcs\u002Fkb\u002Fmodeling\u002Fsupports-and-releases","Podpory a klouby","Klouby, vetknutí, pružiny a uvolnění konců prutů – co každé z nich dělá s maticí tuhosti a kdy je které správné.",{"path":3272,"title":3273,"description":3274,"translated":3207},"\u002Fcs\u002Fkb\u002Fmodeling\u002Fsections-and-materials","Průřezy a materiály","Čím průřez a materiál přispívají do matice tuhosti a do posudků – každá vlastnost, k čemu slouží a které hodnoty stojí za to zkontrolovat dvakrát.",{"path":3276,"title":3277,"description":3278,"translated":3207},"\u002Fcs\u002Fkb\u002Fmodeling\u002Felastic-foundations","Pružné podloží","Základové prahy, pásové základy a stěny na zemině jako liniové podpory na pružinách – volba součinitele ložnosti a kde model přestává platit.",{"path":3280,"title":3281,"description":3282,"translated":3207},"\u002Fcs\u002Fkb\u002Fmodeling\u002Ffirst-model","První model","Celý postup modelování od začátku do konce – geometrie, průřezy, podpory a klouby – na konstrukci tak malé, že ji zkontrolujete ručně.",{"path":3284,"title":3285,"description":3286,"translated":3207},"\u002Fcs\u002Fkb\u002Fmodeling\u002Fbars-beams-and-trusses","Příhradové pruty, nosníky a příhradoviny","Kdy má být prut příhradový a kdy nosník, jak modelovat příhradoviny a ztužidla bez vytvoření mechanismu a co dělat s prvky, které působí jen v tahu.",{"path":3288,"title":3289,"description":3290,"translated":3207},"\u002Fcs\u002Fkb\u002Fmodeling\u002Fplane-frames-in-3d","Rovinné rámy v prostorovém řešiči","Kdy použít typy modelu 2D rám a 2D příhradovina, proč je plochá konstrukce ve 3D modelu mechanismus a jak ji podepřít.",{"path":3292,"title":3293,"description":3294,"translated":3207},"\u002Fcs\u002Fkb\u002Fmodeling\u002Fdrawings-and-snapping","Výkresy a přichytávání","Import DXF jako podkladového výkresu, volba jeho jednotek a roviny a přesné přichytávání geometrie modelu k němu.",{"path":3296,"slug":3297,"title":3298,"description":3299,"icon":3300,"articles":3301},"\u002Fcs\u002Fkb\u002Fmeshing","meshing","Síťování","Hustota sítě, lokální zjemnění a kontroly kvality, které ukážou, kdy je síť dost jemná na to, aby se jí dalo věřit.","lucide:grid-3x3",[3302,3306,3310],{"path":3303,"title":3304,"description":3305,"translated":3207},"\u002Fcs\u002Fkb\u002Fmeshing\u002Fquality-checks","Kvalita sítě","Poměr stran, zkosení a zborcení – co zhoršuje výsledek, co generátor sítě hlásí a jak poznat, zda na prvcích, kterých se obáváte, vůbec záleží.",{"path":3307,"title":3308,"description":3309,"translated":3207},"\u002Fcs\u002Fkb\u002Fmeshing\u002Frefinement","Lokální zjemnění","Kam prvky investovat, kde se tím nezdržovat a jak zjemnit síť, aniž byste zničili tvar prvků.",{"path":3311,"title":3312,"description":3313,"translated":3207},"\u002Fcs\u002Fkb\u002Fmeshing\u002Felement-size","Volba velikosti prvku","Výchozí hustoty sítě pro desky, stěny a základové desky a test konvergence, který rozhodne, zda je síť dost jemná.",{"path":3315,"slug":3316,"title":3317,"description":3318,"icon":3319,"articles":3320},"\u002Fcs\u002Fkb\u002Floads","loads","Zatížení a kombinace","Sestavení zatěžovacích stavů, automatické generování normových kombinací a zjištění, která z nich skutečně rozhoduje.","lucide:arrow-down-to-line",[3321,3323,3324,3326,3330,3334,3338],{"path":17,"title":3120,"description":3322,"translated":3207},"Generování kombinací podle EN 1990 a ASCE 7, rovnice, které za nimi stojí, a kritické čtení vygenerované sady.",{"path":3210,"title":6,"description":3203,"translated":3207},{"path":3124,"title":3125,"description":3325,"translated":3207},"Získání rozhodující hodnoty z desítek kombinací bez čtení každé zvlášť – a pasti, které to obnáší.",{"path":3327,"title":3328,"description":3329,"translated":3207},"\u002Fcs\u002Fkb\u002Floads\u002Ftemperature-loads","Teplotní zatížení","Rovnoměrná změna teploty a gradient po výšce průřezu – co každé z nich dělá s volnou a s vázanou konstrukcí a jaké součinitele použít.",{"path":3331,"title":3332,"description":3333,"translated":3207},"\u002Fcs\u002Fkb\u002Floads\u002Fwind-and-snow","Vítr a sníh","Vítr podle EN 1991-1-4 a sníh podle EN 1991-1-3 generované na obálce budovy – vstupy lokality, tvary střech, vytvářené stavy a meze generátorů.",{"path":3335,"title":3336,"description":3337,"translated":3207},"\u002Fcs\u002Fkb\u002Floads\u002Fload-panels","Zatěžovací panely","Plochy, které předají zatížení stropu, střechy nebo tlak na stěnu okolním prutům jako liniová zatížení, jednosměrně nebo dvousměrně, bez síťování desky.",{"path":3339,"title":3340,"description":3341,"translated":3207},"\u002Fcs\u002Fkb\u002Floads\u002Fload-cases","Zatěžovací stavy","Zatížení, vlastní tíha, užitná zatížení a jejich uspořádání – jak sestavit stavy tak, aby zůstaly oddělitelné.",{"path":3343,"slug":3344,"title":3345,"description":3346,"icon":3347,"articles":3348},"\u002Fcs\u002Fkb\u002Fanalysis","analysis","Typy analýz","Lineární statika, modální analýza, lineární stabilita a teorie II. řádu – co která analýza předpokládá, co vrací a jak její výsledek číst.","lucide:activity",[3349,3353,3357,3361,3365,3369],{"path":3350,"title":3351,"description":3352,"translated":3207},"\u002Fcs\u002Fkb\u002Fanalysis\u002Fbuckling","Lineární stabilita","Kritické součinitele zatížení a tvary vybočení – co znamená α_cr, proč je to horní mez a jak ho použít pro účinky II. řádu.",{"path":3354,"title":3355,"description":3356,"translated":3207},"\u002Fcs\u002Fkb\u002Fanalysis\u002Flinear-static","Lineární statika","Základní analýza pro běžnou praxi – co soustava K u = f skutečně předpokládá, co vrací a kde linearita přestává být rozumným modelem.",{"path":3358,"title":3359,"description":3360,"translated":3207},"\u002Fcs\u002Fkb\u002Fanalysis\u002Fmodal","Modální analýza","Vlastní frekvence a vlastní tvary – modelování hmoty, součinitele účinnosti hmoty a k čemu jsou tato čísla dobrá.",{"path":3362,"title":3363,"description":3364,"translated":3207},"\u002Fcs\u002Fkb\u002Fanalysis\u002Fverification","Ověření řešiče","Úlohy s analytickým řešením, které za deset minut otestují řešič – nosníky, rámy, sloupy, desky a frekvence – s očekávanou chybou každé z nich.",{"path":3366,"title":3367,"description":3368,"translated":3207},"\u002Fcs\u002Fkb\u002Fanalysis\u002Fsecond-order","Teorie II. řádu","P-Δ a P-δ řešené iterací, geometrické imperfekce podle EN 1993-1-1 §5.3 a proč se výsledek podle teorie II. řádu nedá superponovat.",{"path":3370,"title":3371,"description":3372,"translated":3207},"\u002Fcs\u002Fkb\u002Fanalysis\u002Fsolvers","Volba lineárního řešiče","Sdružené gradienty s Jacobiho, Choleského nebo multigridovým předpodmíněním, nebo přímý rozklad – co který řešič dělá a kdy na volbě záleží.",{"path":3374,"slug":3375,"title":3376,"description":3377,"icon":3378,"articles":3379},"\u002Fcs\u002Fkb\u002Fdesign-checks","design-checks","Posudky","Využití průřezu, rozhodující kombinace a článek normy za každým číslem, které posudek vykáže.","lucide:clipboard-check",[3380,3382,3385,3389,3393],{"path":3129,"title":3130,"description":3381,"translated":3207},"Kde národně stanovené parametry mění výsledek, jak zvolit správnou přílohu a co uvést ve statickém výpočtu.",{"path":22,"title":3383,"description":3384,"translated":3207},"Ocel — AISC 360","Únosnost prutu podle kapitol D až H, LRFD nebo ASD — vzpěr v tlaku, klopení a všechny varianty C_b sepsané na jednom místě.",{"path":3386,"title":3387,"description":3388,"translated":3207},"\u002Fcs\u002Fkb\u002Fdesign-checks\u002Fsteel","Ocel — EN 1993-1-1","Únosnost prutu podle §6.2 a §6.3 — co se posuzuje v každém řezu, odkud se berou vzpěrné délky a které články normy zůstávají na vás.",{"path":3390,"title":3391,"description":3392,"translated":3207},"\u002Fcs\u002Fkb\u002Fdesign-checks\u002Fserviceability","Posudky použitelnosti","Průhyb, vodorovný posun a frekvence stropu posuzované prut po prutu v MSP, podle národních příloh, EN 1990:2023, IBC, AISC nebo EN 1995-1-1.",{"path":3394,"title":3395,"description":3396,"translated":3207},"\u002Fcs\u002Fkb\u002Fdesign-checks\u002Fsection-classification","Zatřídění průřezu","Jak tabulka 5.2 EN 1993-1-1 zatřiďuje ocelový průřez, proč třída závisí na kombinaci a co posudek udělá s tvarem, který zatřídit neumí.",{"path":3398,"slug":3399,"title":3400,"description":3401,"icon":3402,"articles":3403},"\u002Fcs\u002Fkb\u002Freports","reports","Výsledky a statický výpočet","Průběhy, izoplochy a tabulky v zobrazovacím okně a statický výpočet, který předáváte kontrolorovi.","lucide:file-chart-column",[3404,3408,3412,3416,3420,3424],{"path":3405,"title":3406,"description":3407,"translated":3207},"\u002Fcs\u002Fkb\u002Freports\u002Freading-diagrams","Čtení průběhů","Průběhy ohybových momentů, posouvajících a normálových sil, izoplochy a deformované tvary – konvence za tím, na co se díváte.",{"path":3409,"title":3410,"description":3411,"translated":3207},"\u002Fcs\u002Fkb\u002Freports\u002Fexporting","Export statického výpočtu","Sestavení statického výpočtu, který kontrolor dokáže sledovat – vstupy, model, výsledky a posudky v pořadí, v jakém v něm mají být.",{"path":3413,"title":3414,"description":3415,"translated":3207},"\u002Fcs\u002Fkb\u002Freports\u002Fexchange","Formáty pro import a export","Strukturální modely IFC a sešity SAF tam i zpět, DXF jako podkladový výkres, tabulky výsledků jako CSV nebo xlsx a vstupní soubor OOFEM.",{"path":3417,"title":3418,"description":3419,"translated":3207},"\u002Fcs\u002Fkb\u002Freports\u002Freviewing","Kontrola statického výpočtu","Pro kontrolujícího statika – jak prověřit model, který jste nestavěli, co statický výpočet zaručuje a na co se ptát nejdřív.",{"path":3421,"title":3422,"description":3423,"translated":3207},"\u002Fcs\u002Fkb\u002Freports\u002Fifc","Strukturální modely IFC","Strukturální analytický pohled IFC tam i zpět – co přinesou soubory IFC2X3, IFC4 a IFC4X3, co nese export a co IFC vyjádřit neumí.",{"path":3425,"title":3426,"description":3427,"translated":3207},"\u002Fcs\u002Fkb\u002Freports\u002Fresult-tables","Tabulky výsledků","Filtrování, řazení a získávání čísel – jak ze spočítaného modelu dostat potřebnou hodnotu bez rolování.",{"path":3429,"slug":3430,"title":3431,"description":3432,"icon":3433,"articles":3434},"\u002Fcs\u002Fkb\u002Fcollaboration","collaboration","Spolupráce a synchronizace","Sdílené modely, úpravy v reálném čase a změny provedené bez připojení, které se po opětovném připojení čistě sloučí.","lucide:users-round",[3435,3439,3443,3447,3451],{"path":3436,"title":3437,"description":3438,"translated":3207},"\u002Fcs\u002Fkb\u002Fcollaboration\u002Fversion-history","Historie verzí","Automatické kontrolní body a pojmenované verze – jak dlouho se uchovávají, náhled dřívějšího stavu a jeho obnovení na místě nebo jako nový projekt.",{"path":3440,"title":3441,"description":3442,"translated":3207},"\u002Fcs\u002Fkb\u002Fcollaboration\u002Fcomments","Komentáře","Vlákna připnutá k uzlům, prutům, deskám nebo bodům, @zmínky, blokující komentáře, které zdrží statický výpočet, a oznámení, která posílají.",{"path":3444,"title":3445,"description":3446,"translated":3207},"\u002Fcs\u002Fkb\u002Fcollaboration\u002Fworking-offline","Práce bez připojení","Co funguje bez připojení, co ne, a jak se změny provedené offline sloučí, až se znovu připojíte.",{"path":3448,"title":3449,"description":3450,"translated":3207},"\u002Fcs\u002Fkb\u002Fcollaboration\u002Fdevices","Práce na více zařízeních","Jeden účet, každé zařízení – jak projekt přechází od stolu k notebooku, tabletu nebo telefonu, co se mění na malé obrazovce a co na každém z nich dělá řešič.",{"path":3452,"title":3453,"description":3454,"translated":3207},"\u002Fcs\u002Fkb\u002Fcollaboration\u002Fsharing-projects","Sdílení projektu","Pozvání lidí do modelu, co která role smí, a jak koordinovat dva statiky v jedné konstrukci.",{"path":3456,"slug":3457,"title":3458,"description":3459,"icon":3460,"articles":3461},"\u002Fcs\u002Fkb\u002Ftheory","theory","Teoretické poznámky","Mechanika uvnitř řešiče – formulace prvků, znaménkové konvence, numerické předpoklady a jejich meze.","lucide:sigma",[3462,3466,3470,3474,3478],{"path":3463,"title":3464,"description":3465,"translated":3207},"\u002Fcs\u002Fkb\u002Ftheory\u002Fdirect-stiffness-method","Deformační metoda","Jak řešič konečných prvků převede model na K u = f a zpět – tuhost prvku, transformace, sestavení, vazby, řešení a dopočet výsledků.",{"path":3467,"title":3468,"description":3469,"translated":3207},"\u002Fcs\u002Fkb\u002Ftheory\u002Felement-formulations","Formulace prvků","Stupně volnosti, interpolace a meze každého typu prvku v řešiči – co který prvek umí vystihnout a co ne.",{"path":3471,"title":3472,"description":3473,"translated":3207},"\u002Fcs\u002Fkb\u002Ftheory\u002Fglossary","Slovník pojmů","Pojmy z MKP a stavební mechaniky tak, jak je používá Elementarium, od stupňů volnosti po MITC4 a využití průřezu, každý s odkazem na svou stránku.",{"path":3475,"title":3476,"description":3477,"translated":3207},"\u002Fcs\u002Fkb\u002Ftheory\u002Fwinkler-foundations","Winklerův podklad","Model podloží za pružným podepřením – co předpokládá, jak volit modul a kde přesně idealizace přestává platit.",{"path":3479,"title":3480,"description":3481,"translated":3207},"\u002Fcs\u002Fkb\u002Ftheory\u002Fsign-conventions","Znaménkové konvence","Osy, kladné směry a jak číst diagram bez hádání – stránka, která zabrání většině zmatků ve výsledcích.",{"path":3483,"slug":3484,"title":3485,"description":3486,"icon":3487,"articles":3488},"\u002Fcs\u002Fkb\u002Ftroubleshooting","troubleshooting","Řešení potíží","Chyby řešiče, nestabilní modely a výsledky, které vypadají špatně – s obvyklými příčinami uvedenými jako první.","lucide:life-buoy",[3489,3493],{"path":3490,"title":3491,"description":3492,"translated":3207},"\u002Fcs\u002Fkb\u002Ftroubleshooting\u002Fsolver-errors","Chyby řešiče","Co znamená každá třída hlášení řešiče, co ji obvykle způsobuje a co dělat dál.",{"path":3494,"title":3495,"description":3496,"translated":3207},"\u002Fcs\u002Fkb\u002Ftroubleshooting\u002Fsingular-stiffness-matrix","Proč řešič hlásí singulární matici tuhosti","Nejčastější selhání řešiče – co singularita znamená mechanicky, šest příčin podle četnosti a jak tu svou najít během několika minut.",{"path":3498,"slug":3499,"title":3500,"description":3501,"icon":3502,"articles":3503},"\u002Fcs\u002Fkb\u002Faccount","account","Účet a fakturace","Tarify, limity, faktury a co se stane s projekty, když předplatné skončí.","lucide:credit-card",[3504,3508,3512,3516],{"path":3505,"title":3506,"description":3507,"translated":3207},"\u002Fcs\u002Fkb\u002Faccount\u002Finvoices","Faktury a DPH","Fakturační údaje, doklady, DPH a jak získat fakturu, kterou vaše účtárna přijme.",{"path":3509,"title":3510,"description":3511,"translated":3207},"\u002Fcs\u002Fkb\u002Faccount\u002Fcancelling","Pozastavení nebo zrušení","Jak přestat platit, aniž byste přišli o práci — co se stane s projekty, statickými výpočty a historií, když předplatné skončí.",{"path":3513,"title":3514,"description":3515,"translated":3207},"\u002Fcs\u002Fkb\u002Faccount\u002Fstudent","Studentské účty","Větší bezplatná úroveň pro studenty a výzkumníky — ověření akademické e-mailové adresy, co odemyká a proč se každý rok potvrzuje znovu.",{"path":3517,"title":3518,"description":3519,"translated":3207},"\u002Fcs\u002Fkb\u002Faccount\u002Fplans","Tarify a limity","Co obsahuje tarif Free, co přidává Pro a jak se limity ve skutečnosti měří.",[3521,3525,3529],{"path":3522,"title":3523,"description":3524,"translated":3207},"\u002Fcs\u002Fkb\u002Ffaq","Časté otázky","Otázky, které si statici kladou, než začnou důvěřovat novému programu na MKP – zodpovězené přímo.",{"path":3526,"title":3527,"description":3528,"translated":3207},"\u002Fcs\u002Fkb\u002Frelease-notes","Poznámky k vydání","Co bylo vydáno a co to mění ve vašich modelech.",{"path":3530,"title":3531,"description":3532,"translated":3207},"\u002Fcs\u002Fkb\u002Fall","Všechny články","Kompletní seznam článků znalostní báze Elementaria, rozdělený podle 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