[{"data":1,"prerenderedAt":4067},["ShallowReactive",2],{"kb-cs-\u002Fkb\u002Floads\u002Fcombinations":3,"kb-nav-cs":3676},{"page":4,"fallback":3667},{"id":5,"title":6,"body":7,"description":3665,"extension":3666,"faq":3667,"meta":3668,"navigation":3669,"ogImage":3670,"order":3656,"path":3671,"raw":3667,"robots":3670,"schemaOrg":3670,"seo":3672,"sitemap":3673,"stem":3674,"__hash__":3675},"content_cs\u002Fcs\u002Fkb\u002Floads\u002Fcombinations.md","Automatické kombinace",{"type":8,"value":9,"toc":3654},"minimark",[10,14,17,58,61,69,74,77,654,657,1918,2042,2045,2049,2061,2067,2328,2355,2358,2595,2599,2602,3233,3236,3240,3385,3580,3587,3593,3597,3600,3631,3635,3638,3642],[11,12,13],"p",{},"Elementarium generuje kombinace zatížení z návrhové normy a z vašich skupin zatížení.\nGenerátor je pomůcka, ne autorita: použije pravidla na stavy a skupiny, které jste\ndefinovali, a pokud jsou špatně, budou špatně i kombinace, a to způsobem, který vypadá\nvelmi úhledně.",[11,15,16],{},"K dispozici jsou dvě normy a projekt může obsahovat kombinace z obou (projekt podle\nEurokódu může pro srovnání nést i kombinaci podle ASCE):",[18,19,20,33],"table",{},[21,22,23],"thead",{},[24,25,26,30],"tr",{},[27,28,29],"th",{},"Norma",[27,31,32],{},"Generovaná pravidla",[34,35,36,48],"tbody",{},[24,37,38,45],{},[39,40,41],"td",{},[42,43,44],"strong",{},"EN 1990",[39,46,47],{},"MSÚ 6.10 nebo dvojice 6.10a \u002F 6.10b; MSP charakteristická, častá a kvazistálá",[24,49,50,55],{},[39,51,52],{},[42,53,54],{},"ASCE 7",[39,56,57],{},"LRFD §2.3.1 (kombinace 1–7); ASD §2.4.1 (1–10); a provozní sada ASD CC.1–CC.4",[11,59,60],{},"Nová kombinace začíná na normě podle národní rodiny norem projektu; u každé kombinace ji\nmůžete změnit.",[62,63,66],"callout",{"type":64,"title":65},"note","Generování je součástí tarifu Pro",[11,67,68],{},"Generování podle normy je funkce tarifu Pro: dialog kombinací označuje vyhodnocení\n„Norma · Pro“ a v bezplatném tarifu se kombinace píší ručně – vyberete stavy a zadáte\nsoučinitele. Pravidla níže jsou ta, která generátor používá, a zároveň ta, která máte\npoužít, když je píšete sami.",[70,71,73],"h2",{"id":72},"the-eurocode-equations","Rovnice Eurokódu",[11,75,76],{},"Pro trvalé a dočasné návrhové situace udává EN 1990 kombinaci pro mezní stav únosnosti\nrovnicí 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alternativní dvojici 6.10a \u002F 6.10b, kterou řada národních příloh upřednostňuje, protože\nje méně 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Proto počet kombinací rychle roste:\njedna na každou rovnici, každé hlavní zatížení a každé uspořádání.",[2043,2044],"diagram-combinations",{},[70,2046,2048],{"id":2047},"partial-factors","Dílčí součinitele",[11,2050,2051,2052,2055,2056,2060],{},"Každý součinitel, který generátor používá, je ",[42,2053,2054],{},"editovatelné pole kombinace",", ne\nkonstanta zakompilovaná do aplikace. Výchozí hodnoty jsou doporučené hodnoty EN 1990; kde\nse od nich vaše ",[1879,2057,2059],{"href":2058},"\u002Fcs\u002Fkb\u002Fdesign-checks\u002Fnational-annexes","národní příloha"," odchyluje, pole\nzměňte a uveďte to ve statickém výpočtu.",[2062,2063],"kb-figure",{"alt":2064,"caption":2065,"src":2066},"Dialog Kombinace zatížení s vybranou kombinací MSÚ: Mezní stav MSÚ, Použití Návrhová, Vyhodnocení Norma · Pro, Norma EN 1990, Pravidlo 6.10, parametry γG,sup 1,35, γG,inf 1,0, γQ 1,50, přepínač pro příznivá stálá zatížení a zápatí s údajem 41 vygenerovaných kombinací","Dialog kombinací zatížení pro kombinaci MSÚ ocelové haly: mezní stav, použití a vyhodnocení, pak Generování podle normy s normou (EN 1990 nebo ASCE 7), pravidlem (6.10 nebo 6.10a\u002Fb), editovatelnými poli γG,sup, γG,inf a γQ a přepínačem, který vygeneruje také každou kombinaci se stálými zatíženími jako příznivými. Pravidlo 6.10 zde dává 41 permutací.","\u002Fkb\u002Fdialog-combinations.png",[18,2068,2069,2082],{},[21,2070,2071],{},[24,2072,2073,2076,2079],{},[27,2074,2075],{},"Součinitel",[27,2077,2078],{},"Výchozí",[27,2080,2081],{},"Platí pro",[34,2083,2084,2164,2241,2303],{},[24,2085,2086,2158,2161],{},[39,2087,2088],{},[78,2089,2091],{"className":2090},[85],[78,2092,2094],{"className":2093,"ariaHidden":90},[89],[78,2095,2097,2101],{"className":2096},[94],[78,2098],{"className":2099,"style":2100},[98],"height:0.7167em;vertical-align:-0.2861em;",[78,2102,2104,2107],{"className":2103},[137],[78,2105,184],{"className":2106,"style":183},[137,141],[78,2108,2110],{"className":2109},[188],[78,2111,2113,2150],{"className":2112},[108,109],[78,2114,2116,2147],{"className":2115},[113],[78,2117,2119],{"className":2118,"style":198},[117],[78,2120,2121,2124],{"style":201},[78,2122],{"className":2123,"style":205},[125],[78,2125,2127],{"className":2126},[130,131,132,133],[78,2128,2130,2133,2136,2140,2144],{"className":2129},[137,133],[78,2131,215],{"className":2132},[137,141,133],[78,2134,220],{"className":2135},[219,133],[78,2137,2139],{"className":2138},[137,141,133],"s",[78,2141,2143],{"className":2142},[137,141,133],"u",[78,2145,11],{"className":2146},[137,141,133],[78,2148,162],{"className":2149},[161],[78,2151,2153],{"className":2152},[113],[78,2154,2156],{"className":2155,"style":233},[117],[78,2157],{},[39,2159,2160],{},"1.35",[39,2162,2163],{},"Stálá zatížení, nepříznivá (tabulka A1.2(B))",[24,2165,2166,2235,2238],{},[39,2167,2168],{},[78,2169,2171],{"className":2170},[85],[78,2172,2174],{"className":2173,"ariaHidden":90},[89],[78,2175,2177,2180],{"className":2176},[94],[78,2178],{"className":2179,"style":2100},[98],[78,2181,2183,2186],{"className":2182},[137],[78,2184,184],{"className":2185,"style":183},[137,141],[78,2187,2189],{"className":2188},[188],[78,2190,2192,2227],{"className":2191},[108,109],[78,2193,2195,2224],{"className":2194},[113],[78,2196,2198],{"className":2197,"style":254},[117],[78,2199,2200,2203],{"style":201},[78,2201],{"className":2202,"style":205},[125],[78,2204,2206],{"className":2205},[130,131,132,133],[78,2207,2209,2212,2215,2219],{"className":2208},[137,133],[78,2210,215],{"className":2211},[137,141,133],[78,2213,220],{"className":2214},[219,133],[78,2216,2218],{"className":2217},[137,141,133],"in",[78,2220,2223],{"className":2221,"style":2222},[137,141,133],"margin-right:0.1076em;","f",[78,2225,162],{"className":2226},[161],[78,2228,2230],{"className":2229},[113],[78,2231,2233],{"className":2232,"style":233},[117],[78,2234],{},[39,2236,2237],{},"1.00",[39,2239,2240],{},"Stálá zatížení, která odlehčují",[24,2242,2243,2297,2300],{},[39,2244,2245],{},[78,2246,2248],{"className":2247},[85],[78,2249,2251],{"className":2250,"ariaHidden":90},[89],[78,2252,2254,2257],{"className":2253},[94],[78,2255],{"className":2256,"style":2100},[98],[78,2258,2260,2263],{"className":2259},[137],[78,2261,184],{"className":2262,"style":183},[137,141],[78,2264,2266],{"className":2265},[188],[78,2267,2269,2289],{"className":2268},[108,109],[78,2270,2272,2286],{"className":2271},[113],[78,2273,2275],{"className":2274,"style":198},[117],[78,2276,2277,2280],{"style":201},[78,2278],{"className":2279,"style":205},[125],[78,2281,2283],{"className":2282},[130,131,132,133],[78,2284,340],{"className":2285},[137,141,133],[78,2287,162],{"className":2288},[161],[78,2290,2292],{"className":2291},[113],[78,2293,2295],{"className":2294,"style":233},[117],[78,2296],{},[39,2298,2299],{},"1.50",[39,2301,2302],{},"Proměnná zatížení, nepříznivá",[24,2304,2305,2322,2325],{},[39,2306,2307],{},[78,2308,2310],{"className":2309},[85],[78,2311,2313],{"className":2312,"ariaHidden":90},[89],[78,2314,2316,2319],{"className":2315},[94],[78,2317],{"className":2318,"style":1999},[98],[78,2320,1339],{"className":2321,"style":1338},[137,141],[39,2323,2324],{},"0.85",[39,2326,2327],{},"Redukce stálých zatížení v 6.10b",[11,2329,2330,2331,2335,2336,2335,2339,2335,2342,2335,2345,2335,2348,2335,2351,2354],{},"Pravidla ASCE 7 fungují stejně: ",[2332,2333,2334],"code",{},"1.4D",", ",[2332,2337,2338],{},"1.2D",[2332,2340,2341],{},"0.9D",[2332,2343,2344],{},"1.6L",[2332,2346,2347],{},"1.6Lr",[2332,2349,2350],{},"1.0W",[2332,2352,2353],{},"1.0E","\ni součinitel vedlejšího užitného zatížení jsou pole, takže výjimka §2.3.1 připouštějící\n0.5 pro lehká užitná zatížení je hodnota, kterou nastavíte, ne větev, kterou byste museli\nobcházet.",[11,2356,2357],{},"Součinitele ψ podle kategorie:",[18,2359,2360,2530],{},[21,2361,2362],{},[24,2363,2364,2367,2421,2475],{},[27,2365,2366],{},"Zatížení",[27,2368,2369],{},[78,2370,2372],{"className":2371},[85],[78,2373,2375],{"className":2374,"ariaHidden":90},[89],[78,2376,2378,2381],{"className":2377},[94],[78,2379],{"className":2380,"style":1999},[98],[78,2382,2384,2387],{"className":2383},[137],[78,2385,540],{"className":2386,"style":539},[137,141],[78,2388,2390],{"className":2389},[188],[78,2391,2393,2413],{"className":2392},[108,109],[78,2394,2396,2410],{"className":2395},[113],[78,2397,2399],{"className":2398,"style":975},[117],[78,2400,2401,2404],{"style":556},[78,2402],{"className":2403,"style":205},[125],[78,2405,2407],{"className":2406},[130,131,132,133],[78,2408,569],{"className":2409},[137,133],[78,2411,162],{"className":2412},[161],[78,2414,2416],{"className":2415},[113],[78,2417,2419],{"className":2418,"style":2038},[117],[78,2420],{},[27,2422,2423],{},[78,2424,2426],{"className":2425},[85],[78,2427,2429],{"className":2428,"ariaHidden":90},[89],[78,2430,2432,2435],{"className":2431},[94],[78,2433],{"className":2434,"style":1999},[98],[78,2436,2438,2441],{"className":2437},[137],[78,2439,540],{"className":2440,"style":539},[137,141],[78,2442,2444],{"className":2443},[188],[78,2445,2447,2467],{"className":2446},[108,109],[78,2448,2450,2464],{"className":2449},[113],[78,2451,2453],{"className":2452,"style":975},[117],[78,2454,2455,2458],{"style":556},[78,2456],{"className":2457,"style":205},[125],[78,2459,2461],{"className":2460},[130,131,132,133],[78,2462,347],{"className":2463},[137,133],[78,2465,162],{"className":2466},[161],[78,2468,2470],{"className":2469},[113],[78,2471,2473],{"className":2472,"style":2038},[117],[78,2474],{},[27,2476,2477],{},[78,2478,2480],{"className":2479},[85],[78,2481,2483],{"className":2482,"ariaHidden":90},[89],[78,2484,2486,2489],{"className":2485},[94],[78,2487],{"className":2488,"style":1999},[98],[78,2490,2492,2495],{"className":2491},[137],[78,2493,540],{"className":2494,"style":539},[137,141],[78,2496,2498],{"className":2497},[188],[78,2499,2501,2522],{"className":2500},[108,109],[78,2502,2504,2519],{"className":2503},[113],[78,2505,2507],{"className":2506,"style":975},[117],[78,2508,2509,2512],{"style":556},[78,2510],{"className":2511,"style":205},[125],[78,2513,2515],{"className":2514},[130,131,132,133],[78,2516,2518],{"className":2517},[137,133],"2",[78,2520,162],{"className":2521},[161],[78,2523,2525],{"className":2524},[113],[78,2526,2528],{"className":2527,"style":2038},[117],[78,2529],{},[34,2531,2532,2546,2558,2572,2584],{},[24,2533,2534,2537,2540,2543],{},[39,2535,2536],{},"Užitné, obytné a kancelářské (A, B)",[39,2538,2539],{},"0.7",[39,2541,2542],{},"0.5",[39,2544,2545],{},"0.3",[24,2547,2548,2551,2553,2555],{},[39,2549,2550],{},"Užitné, shromažďovací a obchodní (C, D)",[39,2552,2539],{},[39,2554,2539],{},[39,2556,2557],{},"0.6",[24,2559,2560,2563,2566,2569],{},[39,2561,2562],{},"Užitné, skladovací (E)",[39,2564,2565],{},"1.0",[39,2567,2568],{},"0.9",[39,2570,2571],{},"0.8",[24,2573,2574,2577,2579,2582],{},[39,2575,2576],{},"Sníh, nadmořská výška ≤ 1000 m",[39,2578,2542],{},[39,2580,2581],{},"0.2",[39,2583,569],{},[24,2585,2586,2589,2591,2593],{},[39,2587,2588],{},"Vítr",[39,2590,2557],{},[39,2592,2581],{},[39,2594,569],{},[70,2596,2598],{"id":2597},"serviceability","Použitelnost",[11,2600,2601],{},"EN 1990 má tři pravidla pro MSP, každé k něčemu jinému. Generují se všechna tři:",[18,2603,2604,2617],{},[21,2605,2606],{},[24,2607,2608,2611,2614],{},[27,2609,2610],{},"Kombinace",[27,2612,2613],{},"Tvar",[27,2615,2616],{},"Typické použití",[34,2618,2619,2831,3089],{},[24,2620,2621,2624,2828],{},[39,2622,2623],{},"Charakteristická",[39,2625,2626],{},[78,2627,2629],{"className":2628},[85],[78,2630,2632,2651,2715],{"className":2631,"ariaHidden":90},[89],[78,2633,2635,2639,2642,2645,2648],{"className":2634},[94],[78,2636],{"className":2637,"style":2638},[98],"height:0.7667em;vertical-align:-0.0833em;",[78,2640,215],{"className":2641},[137,141],[78,2643],{"className":2644,"style":292},[175],[78,2646,297],{"className":2647},[296],[78,2649],{"className":2650,"style":292},[175],[78,2652,2654,2657,2706,2709,2712],{"className":2653},[94],[78,2655],{"className":2656,"style":307},[98],[78,2658,2660,2663],{"className":2659},[137],[78,2661,340],{"className":2662},[137,141],[78,2664,2666],{"className":2665},[188],[78,2667,2669,2698],{"className":2668},[108,109],[78,2670,2672,2695],{"className":2671},[113],[78,2673,2675],{"className":2674,"style":254},[117],[78,2676,2677,2680],{"style":257},[78,2678],{"className":2679,"style":205},[125],[78,2681,2683],{"className":2682},[130,131,132,133],[78,2684,2686,2689,2692],{"className":2685},[137,133],[78,2687,271],{"className":2688,"style":270},[137,141,133],[78,2690,220],{"className":2691},[219,133],[78,2693,347],{"className":2694},[137,133],[78,2696,162],{"className":2697},[161],[78,2699,2701],{"className":2700},[113],[78,2702,2704],{"className":2703,"style":233},[117],[78,2705],{},[78,2707],{"className":2708,"style":292},[175],[78,2710,297],{"className":2711},[296],[78,2713],{"className":2714,"style":292},[175],[78,2716,2718,2722,2727,2730,2779],{"className":2717},[94],[78,2719],{"className":2720,"style":2721},[98],"height:1.0361em;vertical-align:-0.2861em;",[78,2723,157],{"className":2724,"style":2726},[103,155,2725],"small-op","position:relative;top:0em;",[78,2728],{"className":2729,"style":176},[175],[78,2731,2733,2736],{"className":2732},[137],[78,2734,540],{"className":2735,"style":539},[137,141],[78,2737,2739],{"className":2738},[188],[78,2740,2742,2771],{"className":2741},[108,109],[78,2743,2745,2768],{"className":2744},[113],[78,2746,2748],{"className":2747,"style":553},[117],[78,2749,2750,2753],{"style":556},[78,2751],{"className":2752,"style":205},[125],[78,2754,2756],{"className":2755},[130,131,132,133],[78,2757,2759,2762,2765],{"className":2758},[137,133],[78,2760,569],{"className":2761},[137,133],[78,2763,220],{"className":2764},[219,133],[78,2766,450],{"className":2767},[137,141,133],[78,2769,162],{"className":2770},[161],[78,2772,2774],{"className":2773},[113],[78,2775,2777],{"className":2776,"style":233},[117],[78,2778],{},[78,2780,2782,2785],{"className":2781},[137],[78,2783,340],{"className":2784},[137,141],[78,2786,2788],{"className":2787},[188],[78,2789,2791,2820],{"className":2790},[108,109],[78,2792,2794,2817],{"className":2793},[113],[78,2795,2797],{"className":2796,"style":254},[117],[78,2798,2799,2802],{"style":257},[78,2800],{"className":2801,"style":205},[125],[78,2803,2805],{"className":2804},[130,131,132,133],[78,2806,2808,2811,2814],{"className":2807},[137,133],[78,2809,271],{"className":2810,"style":270},[137,141,133],[78,2812,220],{"className":2813},[219,133],[78,2815,450],{"className":2816},[137,141,133],[78,2818,162],{"className":2819},[161],[78,2821,2823],{"className":2822},[113],[78,2824,2826],{"className":2825,"style":233},[117],[78,2827],{},[39,2829,2830],{},"Nevratné účinky, posouzení trhlin",[24,2832,2833,2836,3086],{},[39,2834,2835],{},"Častá",[39,2837,2838],{},[78,2839,2841],{"className":2840},[85],[78,2842,2844,2862,2976],{"className":2843,"ariaHidden":90},[89],[78,2845,2847,2850,2853,2856,2859],{"className":2846},[94],[78,2848],{"className":2849,"style":2638},[98],[78,2851,215],{"className":2852},[137,141],[78,2854],{"className":2855,"style":292},[175],[78,2857,297],{"className":2858},[296],[78,2860],{"className":2861,"style":292},[175],[78,2863,2865,2869,2918,2967,2970,2973],{"className":2864},[94],[78,2866],{"className":2867,"style":2868},[98],"height:0.9805em;vertical-align:-0.2861em;",[78,2870,2872,2875],{"className":2871},[137],[78,2873,540],{"className":2874,"style":539},[137,141],[78,2876,2878],{"className":2877},[188],[78,2879,2881,2910],{"className":2880},[108,109],[78,2882,2884,2907],{"className":2883},[113],[78,2885,2887],{"className":2886,"style":975},[117],[78,2888,2889,2892],{"style":556},[78,2890],{"className":2891,"style":205},[125],[78,2893,2895],{"className":2894},[130,131,132,133],[78,2896,2898,2901,2904],{"className":2897},[137,133],[78,2899,347],{"className":2900},[137,133],[78,2902,220],{"className":2903},[219,133],[78,2905,347],{"className":2906},[137,133],[78,2908,162],{"className":2909},[161],[78,2911,2913],{"className":2912},[113],[78,2914,2916],{"className":2915,"style":233},[117],[78,2917],{},[78,2919,2921,2924],{"className":2920},[137],[78,2922,340],{"className":2923},[137,141],[78,2925,2927],{"className":2926},[188],[78,2928,2930,2959],{"className":2929},[108,109],[78,2931,2933,2956],{"className":2932},[113],[78,2934,2936],{"className":2935,"style":254},[117],[78,2937,2938,2941],{"style":257},[78,2939],{"className":2940,"style":205},[125],[78,2942,2944],{"className":2943},[130,131,132,133],[78,2945,2947,2950,2953],{"className":2946},[137,133],[78,2948,271],{"className":2949,"style":270},[137,141,133],[78,2951,220],{"className":2952},[219,133],[78,2954,347],{"className":2955},[137,133],[78,2957,162],{"className":2958},[161],[78,2960,2962],{"className":2961},[113],[78,2963,2965],{"className":2964,"style":233},[117],[78,2966],{},[78,2968],{"className":2969,"style":292},[175],[78,2971,297],{"className":2972},[296],[78,2974],{"className":2975,"style":292},[175],[78,2977,2979,2982,2985,2988,3037],{"className":2978},[94],[78,2980],{"className":2981,"style":2721},[98],[78,2983,157],{"className":2984,"style":2726},[103,155,2725],[78,2986],{"className":2987,"style":176},[175],[78,2989,2991,2994],{"className":2990},[137],[78,2992,540],{"className":2993,"style":539},[137,141],[78,2995,2997],{"className":2996},[188],[78,2998,3000,3029],{"className":2999},[108,109],[78,3001,3003,3026],{"className":3002},[113],[78,3004,3006],{"className":3005,"style":553},[117],[78,3007,3008,3011],{"style":556},[78,3009],{"className":3010,"style":205},[125],[78,3012,3014],{"className":3013},[130,131,132,133],[78,3015,3017,3020,3023],{"className":3016},[137,133],[78,3018,2518],{"className":3019},[137,133],[78,3021,220],{"className":3022},[219,133],[78,3024,450],{"className":3025},[137,141,133],[78,3027,162],{"className":3028},[161],[78,3030,3032],{"className":3031},[113],[78,3033,3035],{"className":3034,"style":233},[117],[78,3036],{},[78,3038,3040,3043],{"className":3039},[137],[78,3041,340],{"className":3042},[137,141],[78,3044,3046],{"className":3045},[188],[78,3047,3049,3078],{"className":3048},[108,109],[78,3050,3052,3075],{"className":3051},[113],[78,3053,3055],{"className":3054,"style":254},[117],[78,3056,3057,3060],{"style":257},[78,3058],{"className":3059,"style":205},[125],[78,3061,3063],{"className":3062},[130,131,132,133],[78,3064,3066,3069,3072],{"className":3065},[137,133],[78,3067,271],{"className":3068,"style":270},[137,141,133],[78,3070,220],{"className":3071},[219,133],[78,3073,450],{"className":3074},[137,141,133],[78,3076,162],{"className":3077},[161],[78,3079,3081],{"className":3080},[113],[78,3082,3084],{"className":3083,"style":233},[117],[78,3085],{},[39,3087,3088],{},"Vratné účinky, komfort při kmitání",[24,3090,3091,3094,3230],{},[39,3092,3093],{},"Kvazistálá",[39,3095,3096],{},[78,3097,3099],{"className":3098},[85],[78,3100,3102,3120],{"className":3101,"ariaHidden":90},[89],[78,3103,3105,3108,3111,3114,3117],{"className":3104},[94],[78,3106],{"className":3107,"style":2638},[98],[78,3109,215],{"className":3110},[137,141],[78,3112],{"className":3113,"style":292},[175],[78,3115,297],{"className":3116},[296],[78,3118],{"className":3119,"style":292},[175],[78,3121,3123,3126,3129,3132,3181],{"className":3122},[94],[78,3124],{"className":3125,"style":2721},[98],[78,3127,157],{"className":3128,"style":2726},[103,155,2725],[78,3130],{"className":3131,"style":176},[175],[78,3133,3135,3138],{"className":3134},[137],[78,3136,540],{"className":3137,"style":539},[137,141],[78,3139,3141],{"className":3140},[188],[78,3142,3144,3173],{"className":3143},[108,109],[78,3145,3147,3170],{"className":3146},[113],[78,3148,3150],{"className":3149,"style":553},[117],[78,3151,3152,3155],{"style":556},[78,3153],{"className":3154,"style":205},[125],[78,3156,3158],{"className":3157},[130,131,132,133],[78,3159,3161,3164,3167],{"className":3160},[137,133],[78,3162,2518],{"className":3163},[137,133],[78,3165,220],{"className":3166},[219,133],[78,3168,450],{"className":3169},[137,141,133],[78,3171,162],{"className":3172},[161],[78,3174,3176],{"className":3175},[113],[78,3177,3179],{"className":3178,"style":233},[117],[78,3180],{},[78,3182,3184,3187],{"className":3183},[137],[78,3185,340],{"className":3186},[137,141],[78,3188,3190],{"className":3189},[188],[78,3191,3193,3222],{"className":3192},[108,109],[78,3194,3196,3219],{"className":3195},[113],[78,3197,3199],{"className":3198,"style":254},[117],[78,3200,3201,3204],{"style":257},[78,3202],{"className":3203,"style":205},[125],[78,3205,3207],{"className":3206},[130,131,132,133],[78,3208,3210,3213,3216],{"className":3209},[137,133],[78,3211,271],{"className":3212,"style":270},[137,141,133],[78,3214,220],{"className":3215},[219,133],[78,3217,450],{"className":3218},[137,141,133],[78,3220,162],{"className":3221},[161],[78,3223,3225],{"className":3224},[113],[78,3226,3228],{"className":3227,"style":233},[117],[78,3229],{},[39,3231,3232],{},"Dlouhodobý průhyb, dotvarování",[11,3234,3235],{},"Limity průhybů se obvykle posuzují v charakteristické nebo kvazistálé kombinaci podle\ntoho, co se chrání. Kterou použít, říká článek normy, a použití té nesprávné je častá\npřipomínka kontrolora.",[70,3237,3239],{"id":3238},"favourable-and-unfavourable","Příznivé a nepříznivé",[11,3241,3242,3243,3247,3248,3312,3313,3380,3381,3384],{},"Stálé zatížení, které posuzovaný účinek ",[3244,3245,3246],"em",{},"odlehčuje",", dostane součinitel\n",[78,3249,3251],{"className":3250},[85],[78,3252,3254],{"className":3253,"ariaHidden":90},[89],[78,3255,3257,3260],{"className":3256},[94],[78,3258],{"className":3259,"style":2100},[98],[78,3261,3263,3266],{"className":3262},[137],[78,3264,184],{"className":3265,"style":183},[137,141],[78,3267,3269],{"className":3268},[188],[78,3270,3272,3304],{"className":3271},[108,109],[78,3273,3275,3301],{"className":3274},[113],[78,3276,3278],{"className":3277,"style":254},[117],[78,3279,3280,3283],{"style":201},[78,3281],{"className":3282,"style":205},[125],[78,3284,3286],{"className":3285},[130,131,132,133],[78,3287,3289,3292,3295,3298],{"className":3288},[137,133],[78,3290,215],{"className":3291},[137,141,133],[78,3293,220],{"className":3294},[219,133],[78,3296,2218],{"className":3297},[137,141,133],[78,3299,2223],{"className":3300,"style":2222},[137,141,133],[78,3302,162],{"className":3303},[161],[78,3305,3307],{"className":3306},[113],[78,3308,3310],{"className":3309,"style":233},[117],[78,3311],{},", ne ",[78,3314,3316],{"className":3315},[85],[78,3317,3319],{"className":3318,"ariaHidden":90},[89],[78,3320,3322,3325],{"className":3321},[94],[78,3323],{"className":3324,"style":2100},[98],[78,3326,3328,3331],{"className":3327},[137],[78,3329,184],{"className":3330,"style":183},[137,141],[78,3332,3334],{"className":3333},[188],[78,3335,3337,3372],{"className":3336},[108,109],[78,3338,3340,3369],{"className":3339},[113],[78,3341,3343],{"className":3342,"style":198},[117],[78,3344,3345,3348],{"style":201},[78,3346],{"className":3347,"style":205},[125],[78,3349,3351],{"className":3350},[130,131,132,133],[78,3352,3354,3357,3360,3363,3366],{"className":3353},[137,133],[78,3355,215],{"className":3356},[137,141,133],[78,3358,220],{"className":3359},[219,133],[78,3361,2139],{"className":3362},[137,141,133],[78,3364,2143],{"className":3365},[137,141,133],[78,3367,11],{"className":3368},[137,141,133],[78,3370,162],{"className":3371},[161],[78,3373,3375],{"className":3374},[113],[78,3376,3378],{"className":3377,"style":233},[117],[78,3379],{},". Generátor vytváří ",[42,3382,3383],{},"obě varianty"," (je na to\npřepínač, ve výchozím stavu zapnutý), protože sada bez nich je potichu chybná všude,\nkde vlastní tíha účinek odlehčuje – sání na vaznici, záporný moment, tah v kotvě – a brát\nji s 1,35 by bylo nebezpečné.",[11,3386,3387,3388,3486,3487,3579],{},"Jde o kombinace STR\u002FGEO. Statickou rovnováhu konstrukce jako celku – překlopení, posunutí,\nnadzvednutí z podpor – ověřuje sada EQU s ",[78,3389,3391],{"className":3390},[85],[78,3392,3394,3466],{"className":3393,"ariaHidden":90},[89],[78,3395,3397,3400,3455,3459,3463],{"className":3396},[94],[78,3398],{"className":3399,"style":2100},[98],[78,3401,3403,3406],{"className":3402},[137],[78,3404,184],{"className":3405,"style":183},[137,141],[78,3407,3409],{"className":3408},[188],[78,3410,3412,3447],{"className":3411},[108,109],[78,3413,3415,3444],{"className":3414},[113],[78,3416,3418],{"className":3417,"style":198},[117],[78,3419,3420,3423],{"style":201},[78,3421],{"className":3422,"style":205},[125],[78,3424,3426],{"className":3425},[130,131,132,133],[78,3427,3429,3432,3435,3438,3441],{"className":3428},[137,133],[78,3430,215],{"className":3431},[137,141,133],[78,3433,220],{"className":3434},[219,133],[78,3436,2139],{"className":3437},[137,141,133],[78,3439,2143],{"className":3440},[137,141,133],[78,3442,11],{"className":3443},[137,141,133],[78,3445,162],{"className":3446},[161],[78,3448,3450],{"className":3449},[113],[78,3451,3453],{"className":3452,"style":233},[117],[78,3454],{},[78,3456],{"className":3457,"style":3458},[175],"margin-right:0.2778em;",[78,3460,3462],{"className":3461},[454],"=",[78,3464],{"className":3465,"style":3458},[175],[78,3467,3469,3473,3476,3482],{"className":3468},[94],[78,3470],{"className":3471,"style":3472},[98],"height:0.8389em;vertical-align:-0.1944em;",[78,3474,347],{"className":3475},[137],[78,3477,3479],{"className":3478},[137],[78,3480,220],{"className":3481},[219],[78,3483,3485],{"className":3484},[137],"10"," a\n",[78,3488,3490],{"className":3489},[85],[78,3491,3493,3560],{"className":3492,"ariaHidden":90},[89],[78,3494,3496,3499,3551,3554,3557],{"className":3495},[94],[78,3497],{"className":3498,"style":2100},[98],[78,3500,3502,3505],{"className":3501},[137],[78,3503,184],{"className":3504,"style":183},[137,141],[78,3506,3508],{"className":3507},[188],[78,3509,3511,3543],{"className":3510},[108,109],[78,3512,3514,3540],{"className":3513},[113],[78,3515,3517],{"className":3516,"style":254},[117],[78,3518,3519,3522],{"style":201},[78,3520],{"className":3521,"style":205},[125],[78,3523,3525],{"className":3524},[130,131,132,133],[78,3526,3528,3531,3534,3537],{"className":3527},[137,133],[78,3529,215],{"className":3530},[137,141,133],[78,3532,220],{"className":3533},[219,133],[78,3535,2218],{"className":3536},[137,141,133],[78,3538,2223],{"className":3539,"style":2222},[137,141,133],[78,3541,162],{"className":3542},[161],[78,3544,3546],{"className":3545},[113],[78,3547,3549],{"className":3548,"style":233},[117],[78,3550],{},[78,3552],{"className":3553,"style":3458},[175],[78,3555,3462],{"className":3556},[454],[78,3558],{"className":3559,"style":3458},[175],[78,3561,3563,3566,3569,3575],{"className":3562},[94],[78,3564],{"className":3565,"style":3472},[98],[78,3567,569],{"className":3568},[137],[78,3570,3572],{"className":3571},[137],[78,3573,220],{"className":3574},[219],[78,3576,3578],{"className":3577},[137],"90"," (tabulka A1.2(A)). Generátor ji nevytváří; tyto kombinace\nsestavte ručně.",[11,3581,3582,3583,3586],{},"Každá vygenerovaná sada obsahuje také kombinaci ",[42,3584,3585],{},"jen ze stálých zatížení",": součet bez\njakéhokoli hlavního proměnného zatížení.",[62,3588,3590],{"type":3589},"danger",[11,3591,3592],{},"Pokud sada kombinací obsahující stav s nadzvednutím ukazuje jen jednu variantu stálého\nzatížení, zkontrolujte definice skupin. Tohle je chyba se skutečnými následky.",[70,3594,3596],{"id":3595},"kritické-čtení-vygenerované-sady","Kritické čtení vygenerované sady",[11,3598,3599],{},"Generování není ověření. Než sadu použijete:",[3601,3602,3603],"steps",{},[3604,3605,3606,3613,3619,3625],"ol",{},[3607,3608,3609,3612],"li",{},[42,3610,3611],{},"Spočítejte ji."," Vypadá počet věrohodně vzhledem k počtu proměnných zatížení a\nuspořádání? Dvě proměnná zatížení bez uspořádání mají dát několik kombinací, ne\ndevadesát.",[3607,3614,3615,3618],{},[42,3616,3617],{},"Otevřete rozhodující kombinaci."," Po výpočtu se podívejte, která kombinace rozhoduje,\na přečtěte si její součinitele. Měly by to být ty, které byste napsali ručně.",[3607,3620,3621,3624],{},[42,3622,3623],{},"Hledejte chybějící případ."," Výlučné skupiny, které nebyly označeny jako výlučné,\ndají kombinace s větrem ze dvou směrů najednou: zjevné, jakmile se podíváte, neviditelné,\npokud ne.",[3607,3626,3627,3630],{},[42,3628,3629],{},"Po přidání stavu generujte znovu."," Sada kombinací se sama neaktualizuje, když\npozději přidáte zatěžovací stav.",[70,3632,3634],{"id":3633},"ruční-kombinace","Ruční kombinace",[11,3636,3637],{},"Kombinaci můžete vždy napsat ručně: vyberete stavy a zadáte součinitele. Použijte to pro\nvše, co generátor nepokrývá (fáze výstavby, zvláštní mimořádnou situaci, posudek\npožadovaný investorem), a zřetelně ji pojmenujte, aby kontrolor viděl, že byla záměrná.",[70,3639,3641],{"id":3640},"související","Související",[11,3643,3644,3648,3649,3653],{},[1879,3645,3647],{"href":3646},"\u002Fcs\u002Fkb\u002Floads\u002Fload-cases","Zatěžovací stavy"," pro sestavení vstupů a\n",[1879,3650,3652],{"href":3651},"\u002Fcs\u002Fkb\u002Floads\u002Fenvelopes","Obálky"," pro získání rozhodujícího výsledku z velké sady bez\nčtení každé kombinace zvlášť.",{"title":3655,"searchDepth":3656,"depth":3656,"links":3657},"",2,[3658,3659,3660,3661,3662,3663,3664],{"id":72,"depth":3656,"text":73},{"id":2047,"depth":3656,"text":2048},{"id":2597,"depth":3656,"text":2598},{"id":3238,"depth":3656,"text":3239},{"id":3595,"depth":3656,"text":3596},{"id":3633,"depth":3656,"text":3634},{"id":3640,"depth":3656,"text":3641},"Generování kombinací podle EN 1990 a ASCE 7, rovnice, které za nimi stojí, a kritické čtení vygenerované sady.","md",false,{},true,null,"\u002Fcs\u002Fkb\u002Floads\u002Fcombinations",{"title":6,"description":3665},{"loc":3671},"cs\u002Fkb\u002Floads\u002Fcombinations","Ur9Oo4aKFf1r2Ypm5A2vNkAYa9iMeFuOF6Jz1SLFWZc",{"sections":3677,"extras":3983,"flat":3996},[3678,3713,3756,3775,3803,3834,3860,3891,3918,3945,3960],{"path":3679,"slug":3680,"title":3681,"description":3682,"icon":3683,"articles":3684},"\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",[3685,3689,3693,3697,3701,3705,3709],{"path":3686,"title":3687,"description":3688,"translated":3669},"\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":3690,"title":3691,"description":3692,"translated":3669},"\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":3694,"title":3695,"description":3696,"translated":3669},"\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":3698,"title":3699,"description":3700,"translated":3669},"\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":3702,"title":3703,"description":3704,"translated":3669},"\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":3706,"title":3707,"description":3708,"translated":3669},"\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":3710,"title":3711,"description":3712,"translated":3669},"\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":3714,"slug":3715,"title":3716,"description":3717,"icon":3718,"articles":3719},"\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",[3720,3724,3728,3732,3736,3740,3744,3748,3752],{"path":3721,"title":3722,"description":3723,"translated":3669},"\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":3725,"title":3726,"description":3727,"translated":3669},"\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":3729,"title":3730,"description":3731,"translated":3669},"\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":3733,"title":3734,"description":3735,"translated":3669},"\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":3737,"title":3738,"description":3739,"translated":3669},"\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":3741,"title":3742,"description":3743,"translated":3669},"\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":3745,"title":3746,"description":3747,"translated":3669},"\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":3749,"title":3750,"description":3751,"translated":3669},"\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":3753,"title":3754,"description":3755,"translated":3669},"\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":3757,"slug":3758,"title":3759,"description":3760,"icon":3761,"articles":3762},"\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",[3763,3767,3771],{"path":3764,"title":3765,"description":3766,"translated":3669},"\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":3768,"title":3769,"description":3770,"translated":3669},"\u002Fcs\u002Fkb\u002Fmeshing\u002Frefinement","Lokální zjemnění","Kam prvky investovat, kde se tím nezdržovat a jak zjemnit síť, aniž byste zničili tvar prvků.",{"path":3772,"title":3773,"description":3774,"translated":3669},"\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":3776,"slug":3777,"title":3778,"description":3779,"icon":3780,"articles":3781},"\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",[3782,3783,3787,3789,3793,3797,3801],{"path":3671,"title":6,"description":3665,"translated":3669},{"path":3784,"title":3785,"description":3786,"translated":3669},"\u002Fcs\u002Fkb\u002Floads\u002Fasce-7-combinations","Kombinace podle ASCE 7","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.",{"path":3651,"title":3652,"description":3788,"translated":3669},"Získání rozhodující hodnoty z desítek kombinací bez čtení každé zvlášť – a pasti, které to obnáší.",{"path":3790,"title":3791,"description":3792,"translated":3669},"\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":3794,"title":3795,"description":3796,"translated":3669},"\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":3798,"title":3799,"description":3800,"translated":3669},"\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":3646,"title":3647,"description":3802,"translated":3669},"Zatížení, vlastní tíha, užitná zatížení a jejich uspořádání – jak sestavit stavy tak, aby zůstaly oddělitelné.",{"path":3804,"slug":3805,"title":3806,"description":3807,"icon":3808,"articles":3809},"\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",[3810,3814,3818,3822,3826,3830],{"path":3811,"title":3812,"description":3813,"translated":3669},"\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":3815,"title":3816,"description":3817,"translated":3669},"\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":3819,"title":3820,"description":3821,"translated":3669},"\u002Fcs\u002Fkb\u002Fanalysis\u002Fmodal","Modální analýza","Vlastní frekvence a vlastní tvary – modelování hmoty, součinitele účinnosti hmoty a k čemu jsou tato čísla dobrá.",{"path":3823,"title":3824,"description":3825,"translated":3669},"\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":3827,"title":3828,"description":3829,"translated":3669},"\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":3831,"title":3832,"description":3833,"translated":3669},"\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":3835,"slug":3836,"title":3837,"description":3838,"icon":3839,"articles":3840},"\u002Fcs\u002Fkb\u002Fdesign-checks","design-checks","Posudky","Využití průřezu, rozhodující kombinace a článek normy za každým číslem, které posudek vykáže.","lucide:clipboard-check",[3841,3844,3848,3852,3856],{"path":2058,"title":3842,"description":3843,"translated":3669},"Národní přílohy","Kde národně stanovené parametry mění výsledek, jak zvolit správnou přílohu a co uvést ve statickém výpočtu.",{"path":3845,"title":3846,"description":3847,"translated":3669},"\u002Fcs\u002Fkb\u002Fdesign-checks\u002Faisc","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":3849,"title":3850,"description":3851,"translated":3669},"\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":3853,"title":3854,"description":3855,"translated":3669},"\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":3857,"title":3858,"description":3859,"translated":3669},"\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":3861,"slug":3862,"title":3863,"description":3864,"icon":3865,"articles":3866},"\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",[3867,3871,3875,3879,3883,3887],{"path":3868,"title":3869,"description":3870,"translated":3669},"\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":3872,"title":3873,"description":3874,"translated":3669},"\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":3876,"title":3877,"description":3878,"translated":3669},"\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":3880,"title":3881,"description":3882,"translated":3669},"\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":3884,"title":3885,"description":3886,"translated":3669},"\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":3888,"title":3889,"description":3890,"translated":3669},"\u002Fcs\u002Fkb\u002Freports\u002Fresult-tables","Tabulky výsledků","Filtrování, řazení a získávání čísel – jak ze spočítaného modelu dostat potřebnou hodnotu bez rolování.",{"path":3892,"slug":3893,"title":3894,"description":3895,"icon":3896,"articles":3897},"\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",[3898,3902,3906,3910,3914],{"path":3899,"title":3900,"description":3901,"translated":3669},"\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":3903,"title":3904,"description":3905,"translated":3669},"\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":3907,"title":3908,"description":3909,"translated":3669},"\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":3911,"title":3912,"description":3913,"translated":3669},"\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":3915,"title":3916,"description":3917,"translated":3669},"\u002Fcs\u002Fkb\u002Fcollaboration\u002Fsharing-projects","Sdílení projektu","Pozvání lidí do modelu, co která role smí, a jak koordinovat dva statiky v jedné konstrukci.",{"path":3919,"slug":3920,"title":3921,"description":3922,"icon":3923,"articles":3924},"\u002Fcs\u002Fkb\u002Ftheory","theory","Teoretické poznámky","Mechanika uvnitř řešiče – formulace prvků, znaménkové konvence, numerické předpoklady a jejich meze.","lucide:sigma",[3925,3929,3933,3937,3941],{"path":3926,"title":3927,"description":3928,"translated":3669},"\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":3930,"title":3931,"description":3932,"translated":3669},"\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":3934,"title":3935,"description":3936,"translated":3669},"\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":3938,"title":3939,"description":3940,"translated":3669},"\u002Fcs\u002Fkb\u002Ftheory\u002Fwinkler-foundations","Winklerův podklad","Model podloží za pružným podepřením – co předpokládá, jak volit modul a kde přesně idealizace přestává platit.",{"path":3942,"title":3943,"description":3944,"translated":3669},"\u002Fcs\u002Fkb\u002Ftheory\u002Fsign-conventions","Znaménkové konvence","Osy, kladné směry a jak číst diagram bez hádání – stránka, která zabrání většině zmatků ve výsledcích.",{"path":3946,"slug":3947,"title":3948,"description":3949,"icon":3950,"articles":3951},"\u002Fcs\u002Fkb\u002Ftroubleshooting","troubleshooting","Řešení potíží","Chyby řešiče, nestabilní modely a výsledky, které vypadají špatně – s obvyklými příčinami uvedenými jako první.","lucide:life-buoy",[3952,3956],{"path":3953,"title":3954,"description":3955,"translated":3669},"\u002Fcs\u002Fkb\u002Ftroubleshooting\u002Fsolver-errors","Chyby řešiče","Co znamená každá třída hlášení řešiče, co ji obvykle způsobuje a co dělat dál.",{"path":3957,"title":3958,"description":3959,"translated":3669},"\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":3961,"slug":3962,"title":3963,"description":3964,"icon":3965,"articles":3966},"\u002Fcs\u002Fkb\u002Faccount","account","Účet a fakturace","Tarify, limity, faktury a co se stane s projekty, když předplatné skončí.","lucide:credit-card",[3967,3971,3975,3979],{"path":3968,"title":3969,"description":3970,"translated":3669},"\u002Fcs\u002Fkb\u002Faccount\u002Finvoices","Faktury a DPH","Fakturační údaje, doklady, DPH a jak získat fakturu, kterou vaše účtárna přijme.",{"path":3972,"title":3973,"description":3974,"translated":3669},"\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":3976,"title":3977,"description":3978,"translated":3669},"\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":3980,"title":3981,"description":3982,"translated":3669},"\u002Fcs\u002Fkb\u002Faccount\u002Fplans","Tarify a limity","Co obsahuje tarif Free, co přidává Pro a jak se limity ve skutečnosti měří.",[3984,3988,3992],{"path":3985,"title":3986,"description":3987,"translated":3669},"\u002Fcs\u002Fkb\u002Ffaq","Časté otázky","Otázky, které si statici kladou, než začnou důvěřovat novému programu na MKP – zodpovězené přímo.",{"path":3989,"title":3990,"description":3991,"translated":3669},"\u002Fcs\u002Fkb\u002Frelease-notes","Poznámky k vydání","Co bylo vydáno a co to mění ve vašich modelech.",{"path":3993,"title":3994,"description":3995,"translated":3669},"\u002Fcs\u002Fkb\u002Fall","Všechny články","Kompletní seznam článků znalostní báze Elementaria, rozdělený podle sekcí.",[3997,3998,3999,4000,4001,4002,4003,4004,4005,4006,4007,4008,4009,4010,4011,4012,4013,4014,4015,4016,4017,4018,4019,4020,4021,4022,4023,4024,4025,4026,4027,4028,4029,4030,4031,4032,4033,4034,4035,4036,4037,4038,4039,4040,4041,4042,4043,4044,4045,4046,4047,4048,4049,4050,4051,4052,4053,4054,4055,4056,4057,4058,4059,4060,4061,4062,4063,4064,4065,4066],{"path":3679,"title":3681,"description":3682,"translated":3669},{"path":3686,"title":3687,"description":3688,"translated":3669},{"path":3690,"title":3691,"description":3692,"translated":3669},{"path":3694,"title":3695,"description":3696,"translated":3669},{"path":3698,"title":3699,"description":3700,"translated":3669},{"path":3702,"title":3703,"description":3704,"translated":3669},{"path":3706,"title":3707,"description":3708,"translated":3669},{"path":3710,"title":3711,"description":3712,"translated":3669},{"path":3714,"title":3716,"description":3717,"translated":3669},{"path":3721,"title":3722,"description":3723,"translated":3669},{"path":3725,"title":3726,"description":3727,"translated":3669},{"path":3729,"title":3730,"description":3731,"translated":3669},{"path":3733,"title":3734,"description":3735,"translated":3669},{"path":3737,"title":3738,"description":3739,"translated":3669},{"path":3741,"title":3742,"description":3743,"translated":3669},{"path":3745,"title":3746,"description":3747,"translated":3669},{"path":3749,"title":3750,"description":3751,"translated":3669},{"path":3753,"title":3754,"description":3755,"translated":3669},{"path":3757,"title":3759,"description":3760,"translated":3669},{"path":3764,"title":3765,"description":3766,"translated":3669},{"path":3768,"title":3769,"description":3770,"translated":3669},{"path":3772,"title":3773,"description":3774,"translated":3669},{"path":3776,"title":3778,"description":3779,"translated":3669},{"path":3671,"title":6,"description":3665,"translated":3669},{"path":3784,"title":3785,"description":3786,"translated":3669},{"path":3651,"title":3652,"description":3788,"translated":3669},{"path":3790,"title":3791,"description":3792,"translated":3669},{"path":3794,"title":3795,"description":3796,"translated":3669},{"path":3798,"title":3799,"description":3800,"translated":3669},{"path":3646,"title":3647,"description":3802,"translated":3669},{"path":3804,"title":3806,"description":3807,"translated":3669},{"path":3811,"title":3812,"description":3813,"translated":3669},{"path":3815,"title":3816,"description":3817,"translated":3669},{"path":3819,"title":3820,"description":3821,"translated":3669},{"path":3823,"title":3824,"description":3825,"translated":3669},{"path":3827,"title":3828,"description":3829,"translated":3669},{"path":3831,"title":3832,"description":3833,"translated":3669},{"path":3835,"title":3837,"description":3838,"translated":3669},{"path":2058,"title":3842,"description":3843,"translated":3669},{"path":3845,"title":3846,"description":3847,"translated":3669},{"path":3849,"title":3850,"description":3851,"translated":3669},{"path":3853,"title":3854,"description":3855,"translated":3669},{"path":3857,"title":3858,"description":3859,"translated":3669},{"path":3861,"title":3863,"description":3864,"translated":3669},{"path":3868,"title":3869,"description":3870,"translated":3669},{"path":3872,"title":3873,"description":3874,"translated":3669},{"path":3876,"title":3877,"description":3878,"translated":3669},{"path":3880,"title":3881,"description":3882,"translated":3669},{"path":3884,"title":3885,"description":3886,"translated":3669},{"path":3888,"title":3889,"description":3890,"translated":3669},{"path":3892,"title":3894,"description":3895,"translated":3669},{"path":3899,"title":3900,"description":3901,"translated":3669},{"path":3903,"title":3904,"description":3905,"translated":3669},{"path":3907,"title":3908,"description":3909,"translated":3669},{"path":3911,"title":3912,"description":3913,"translated":3669},{"path":3915,"title":3916,"description":3917,"translated":3669},{"path":3919,"title":3921,"description":3922,"translated":3669},{"path":3926,"title":3927,"description":3928,"translated":3669},{"path":3930,"title":3931,"description":3932,"translated":3669},{"path":3934,"title":3935,"description":3936,"translated":3669},{"path":3938,"title":3939,"description":3940,"translated":3669},{"path":3942,"title":3943,"description":3944,"translated":3669},{"path":3946,"title":3948,"description":3949,"translated":3669},{"path":3953,"title":3954,"description":3955,"translated":3669},{"path":3957,"title":3958,"description":3959,"translated":3669},{"path":3961,"title":3963,"description":3964,"translated":3669},{"path":3968,"title":3969,"description":3970,"translated":3669},{"path":3972,"title":3973,"description":3974,"translated":3669},{"path":3976,"title":3977,"description":3978,"translated":3669},{"path":3980,"title":3981,"description":3982,"translated":3669},1792160763985]