{"component": "definition", "props": {"groups": [{"snippet": "means the weight superimposed on the floors, roof and structural and nonstructural components of the dwelling through use and by snow, ice or rain.", "samples": [{"hash": "ax6DBEvxISF", "uri": "https://docs.legis.wisconsin.gov/code/register/2003/569b/insert/comm20.pdf", "label": "docs.legis.wisconsin.gov", "score": 13.2022718362, "published": false}, {"hash": "aXFqdpjpwQj", "uri": "https://docs.legis.wisconsin.gov/code/register/2009/639b/remove/comm20.pdf", "label": "docs.legis.wisconsin.gov", "score": 13.1032829441, "published": false}, {"hash": "5RyvUMF8rIG", "uri": "http://garyklinka.com/4hr/DCQ_Initial_Training_Course.pdf", "label": "garyklinka.com", "score": 9.5448323066, "published": false}], "size": 20, "snippet_links": [], "hash": "3c441409ef81de4bb281deab8bfa725a", "id": 1}, {"snippet": "means the weight superimposed by the use and occupancy of the mobile structure including wind load and snow load, but not 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the crew and stock of a fully equipped Locomotive.", "samples": [{"hash": "4xjq9hw63KX", "uri": "https://www.panynj.gov/business-opportunities/pdf/RFPDOC_45178.pdf", "label": "www.panynj.gov", "score": 8.1704312115, "published": false}], "size": 1, "snippet_links": [], "hash": "ebffc6c80fb0d0423db0658f681c6a0d", "id": 10}], "next_curs": "ClYSUGoVc35sYXdpbnNpZGVyY29udHJhY3RzcjILEhpEZWZpbml0aW9uU25pcHBldEdyb3VwX3Y1NiISbGl2ZS1sb2FkIzAwMDAwMDBhDKIBAmVuGAAgAA==", "definition": {"snippet": "means the weight superimposed on the floors, roof and structural and nonstructural components of the dwelling through use and by snow, ice or rain.", "title": "Live load", "size": 59, "id": "live-load", "examples": ["<strong>Live Load</strong> Posting and Drawing Notation: <strong>Live load</strong> posting will be achieved in the field by permanent signage which states the maximum <strong>live load</strong> that shall apply to these areas.", "Gravity \u2013 <strong>Live load</strong> capacity of 100psf at both levels, and 20psf partition load at both levels.", "Gravity \u2013 <strong>Live load</strong> capacity of 50 psf at level 2; 100 psf at ground level; and 20 psf partition load at both levels.", "<strong>Live load</strong> distribution for precast prestressed concrete single or double cell box beams shall be in accordance with Chapter 8, Part 2, Reinforced Concrete Design, Article 2.2.3.c of AREMA.", "<strong>Live load</strong> capacity of 50psf levels 2-5; 100psf at ground; and 20psf partition capacity at all levels.", "Floor Loading Criteria: <strong>Live load</strong> is approximately 50 psf in general office area, with approximately 100 psf at corridor and interior office area immediately adjacent to corridor.", "Therefore, Imposed pressure = 50 x 1.6 (<strong>Live load</strong> safety factor = 1.6) 0.95 x 0.95 = 88.64 kPa &lt; 100 kPa bearing capacity OK! CONCRETE SHEAR Concrete shear stress = 0.8 x \u221afcu or 5N/mm2 whichever is lower.", "<strong>Live load</strong> reduction factors have been used in the column load take downs.", "<strong>Live load</strong> design criteria Floors 100 psf, (80 psf, plus 20 psf for the partition, mechanical and ceiling loads) 6 1/2\u201d thick standard weight concrete with 6 x 6.W2.1 x W2.I welded wire mesh or steel fiber mesh on standard 3\u201d deep non-cellular metal deck Roof 30 psf minimum Wind 20 psf minimum All interior concrete is designed for a minimum compressive strength of 3,000 psi at 28 days.", "FLOOR LOADING CRITERIA: <strong>Live load</strong> is approximately 50 psf in general office area, with approximately 100 psf at corridor and interior office area immediately adjacent to corridor."], "related": [["rack", "Rack", "Rack"], ["native-load-customers", "Native Load Customers", "Native Load Customers"], ["kva", "kVA", "kVA"], ["network-load", "Network Load", "Network Load"], ["motor-fuel-pump", "Motor fuel pump", "Motor fuel pump"]], "related_snippets": [], "updated": "2025-07-06T21:56:45+00:00"}, "json": true, "cursor": ""}}