{"id":10401,"date":"2024-06-07T13:48:57","date_gmt":"2024-06-07T13:48:57","guid":{"rendered":"https:\/\/shscleats.com\/nyiroero-a-gerenda-kiszamitasaban\/"},"modified":"2024-06-07T13:48:57","modified_gmt":"2024-06-07T13:48:57","slug":"nyiroero-a-gerenda-kiszamitasaban","status":"publish","type":"page","link":"https:\/\/shscleats.com\/hu\/nyiroero-a-gerenda-kiszamitasaban\/","title":{"rendered":"Ny\u00edr\u00f3er\u0151 a gerenda kisz\u00e1m\u00edt\u00e1s\u00e1ban"},"content":{"rendered":"<div class='shear_force_calculator'>\r\n              <div class='row'>\r\n\t\t\t   <div class='form-group'>\r\n\t\t\t     <label>Dead & Superimposed Dead weight (kPa)<\/label>\r\n\t\t\t\t <input type='number' class='form-control dead_weight' \/>\r\n\t\t\t   <\/div>\r\n\t\t\t  <\/div>\r\n\t\t\t  \r\n              <div class='row'>\r\n\t\t\t   <div class='form-group'>\r\n\t\t\t     <label>Residential Floors<\/label>\r\n\t\t\t\t <select class='form-control residential_floor'>\r\n\t\t\t\t  <option value='1.5'>1.5 kPa<\/option>\r\n\t\t\t\t  <option value='2'>2 kPa<\/option>\r\n\t\t\t\t  <option value='2'>2 kPa<\/option>\r\n\t\t\t\t <\/select>\r\n\t\t\t   <\/div>\r\n\t\t\t  <\/div>\r\n\r\n  \t\t\t  <div class='row'>\r\n\t\t\t   <div class='form-group'>\r\n\t\t\t     <label>Length of Beam (m)<\/label>\r\n\t\t\t\t <input type='number' class='form-control beam_length' \/>\r\n\t\t\t   <\/div>\r\n\t\t\t  <\/div>\r\n\t\t\t  \r\n\t\t\t  <div class='row'>\r\n\t\t\t   <div class='form-group'>\r\n\t\t\t     <label>Load Width<\/label>\r\n\t\t\t\t <input type='number' class='form-control load_width' \/>\r\n\t\t\t   <\/div>\r\n\t\t\t  <\/div>\r\n\t\t\t  \r\n\t\t\t  <div class='row'>\r\n\t\t\t   <div class='form-group'>\r\n\t\t\t     <label>Factored Load <span class='factored_load'><\/span><\/label>\r\n\t\t\t   <\/div>\r\n\t\t\t  <\/div>\r\n\t\t\t  \r\n\t\t\t  <div class='row'>\r\n\t\t\t   <div class='form-group'>\r\n\t\t\t     <label>Shear force at end of beam 1 <span class='shear_forcebeam_1'><\/span><\/label>\r\n\t\t\t   <\/div>\r\n\t\t\t  <\/div>\r\n\t\t\t  \r\n\t\t\t  <div class='row'>\r\n\t\t\t   <div class='form-group'>\r\n\t\t\t     <label>Shear force at end of beam 2<span class='shear_forcebeam_2'><\/span><\/label>\r\n\t\t\t   <\/div>\r\n\t\t\t  <\/div>\r\n\t\t\t  \r\n\t\t\t  <div class='row'>\r\n\t\t\t   <div class='form-group'>\r\n\t\t\t     <label>Shear force at end of beam 3 <span class='shear_forcebeam_3'><\/span><\/label>\r\n\t\t\t   <\/div>\r\n\t\t\t  <\/div>\r\n\t\t\t  \r\n\t\t\t  <div class='row'>\r\n\t\t\t   <div class='form-group'>\r\n\t\t\t     <label>Total Shear force <span class='total_shear_force'><\/span><\/label>\r\n\t\t\t   <\/div>\r\n\t\t\t  <\/div>\r\n\t\t\t  \r\n\t\t\t  <div class='row'>\r\n\t\t\t   <div class='form-group'>\r\n\t\t\t     <label>Total No of teks in channel to SHS <span class='total_teks'><\/span><\/label>\r\n\t\t\t   <\/div>\r\n\t\t\t  <\/div>\r\n           <\/div><script type='text\/javascript'>\r\n\t\t\t   jQuery(function(){\r\n\t\t\t\t  jQuery('.dead_weight,.beam_length,.load_width').keyup(function(){\r\n\t\t\t\t\t  shear_force_calculation();\r\n\t\t\t\t  });\r\n\t\t\t\t  \r\n\t\t\t\t  jQuery('.dead_weight,.beam_length,.load_width,.residential_floor').change(function(){\r\n\t\t\t\t\t  shear_force_calculation();\r\n\t\t\t\t  });\r\n\t\t\t\t  \r\n\t\t\t\t  \r\n\t\t\t\t }); \r\n\t\t\t\t  \r\n\t\t\t\tfunction shear_force_calculation()\r\n\t\t\t\t{\r\n\t\t\t\t  if(jQuery('.dead_weight').val() == '')\r\n\t\t\t\t\t\tvar dead_weight = 0;\r\n\t\t\t\t\telse\r\n\t\t\t\t\t\tvar dead_weight = jQuery('.dead_weight').val();\r\n\t\t\t\t\t\r\n\t\t\t\t\tif(jQuery('.residential_floor').val() == '')\r\n\t\t\t\t\t\tvar residential_floor = 0;\r\n\t\t\t\t\telse\r\n\t\t\t\t\t\tvar residential_floor = jQuery('.residential_floor').val();\r\n\t\t\t\t\t\r\n\t\t\t\t\t\r\n\t\t\t\t\tif(jQuery('.beam_length').val() == '')\r\n\t\t\t\t\t\tvar beam_length = 0;\r\n\t\t\t\t\telse\r\n\t\t\t\t\t\tvar beam_length = jQuery('.beam_length').val();\r\n\t\t\t\t\t\r\n\t\t\t\t\t\r\n\t\t\t\t\tvar factored_load = (1.2 * dead_weight) + (2 * residential_floor);\r\n\t\t\t\t\t\r\n\t\t\t\t\tvar shear_f1 = factored_load * beam_length \/ 2;\r\n\t\t\t\t\tvar shear_f2 = factored_load * beam_length \/ 2;\r\n\t\t\t\t\tvar shear_f3 = 0;\r\n\t\t\t\t\t\r\n\t\t\t\t\tvar total_shear_force = shear_f1 + shear_f2 + shear_f3;\r\n\t\t\t\t\t\r\n\t\t\t\t\tvar total_teks = total_shear_force \/ 3;\r\n\t\t\t\t\t\r\n\t\t\t\t\tjQuery('.factored_load').html(factored_load);\r\n\t\t\t\t\tjQuery('.shear_forcebeam_1').html(shear_f1);\r\n\t\t\t\t\tjQuery('.shear_forcebeam_2').html(shear_f2);\r\n\t\t\t\t\tjQuery('.shear_forcebeam_3').html(shear_f3);\r\n\t\t\t\t\tjQuery('.total_shear_force').html(total_shear_force);\r\n\t\t\t\t\tjQuery('.total_teks').html(total_teks);\t\r\n\t\t\t\t}\t\t\t\t\r\n\t\t\t\t    \r\n\t\t\t\t  \r\n\t\t\t <\/script>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"class_list":["post-10401","page","type-page","status-publish","hentry","entry"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.3 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Ny\u00edr\u00f3er\u0151 a gerenda kisz\u00e1m\u00edt\u00e1s\u00e1ban - shscleats<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/shscleats.com\/shear-force-in-beam-calculation\/\" \/>\n<meta property=\"og:locale\" content=\"hu_HU\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Ny\u00edr\u00f3er\u0151 a gerenda kisz\u00e1m\u00edt\u00e1s\u00e1ban - shscleats\" 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