{"id":1596,"date":"2017-04-23T16:36:25","date_gmt":"2017-04-23T11:06:25","guid":{"rendered":"http:\/\/onlinecivilforum.com\/site\/?p=1596"},"modified":"2022-12-13T11:33:59","modified_gmt":"2022-12-13T06:03:59","slug":"design-of-stair-case","status":"publish","type":"post","link":"https:\/\/onlinecivilforum.com\/site\/design-of-stair-case\/","title":{"rendered":"Design of Stair Case"},"content":{"rendered":"

Design of\u00a0 Stair Case<\/strong><\/p>\n

Vertical distance between two floors= 3.2 m<\/p>\n

Assuming two flights<\/p>\n

Height\u00a0 Of each\u00a0 flights= 3.2\/2 = 1.6m<\/p>\n

Clear Width Of each Step=1500mm<\/p>\n

Rise\u00a0 Of\u00a0 each Step =150mm<\/p>\n

Thread Of each Step=230mm<\/p>\n

No\u00a0 of\u00a0 rise\/flight=12<\/p>\n

Going of each flight=12\u00d7230 = 2760mm<\/p>\n

Width of Support=230mm<\/p>\n

Grade of Concrete=M20<\/sub><\/p>\n

Grade of Steel =Fe415<\/sub><\/p>\n

SPAN OF STAIR CASE:<\/strong><\/p>\n

Clear Span=6m<\/p>\n

Effective Span=6000+230 =6230mm<\/p>\n

DESIGN OF FLIGHT:<\/strong><\/p>\n

Bearing of the flight\u00a0 = 150mm<\/p>\n

Effective horizontal Span=6.075m<\/p>\n

THICKNESS OF SLAB:<\/strong><\/p>\n

Considering 50mm Per m of Span<\/p>\n

1.6\u00d750=300mm<\/p>\n

2.Dead load=230\u00d725\u00d71\u00d71 = 5750N\/m2<\/sup><\/p>\n

3.Finish=50\u00d724=1200 N\/m2 <\/sup>= 6950N\/m2<\/sup><\/p>\n

Corresponding load\/eq.moment\u00a0 of span<\/p>\n

(R2<\/sup>+T2<\/sup>)\/T)\u00d7L<\/p>\n

Load\/M\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 =8297.41N\/M<\/p>\n

Waist slab&ceiling finish =8.300N\/M<\/p>\n

Dead load of slab\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 =1\/2\u00d7230\u00d7150\u00d719=0.32KN\/M<\/p>\n

Live Load\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 =4KN\/M<\/p>\n

Total Load\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 =12.62KN\/M<\/p>\n

Factored Load\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 =12.62\u00d71.5=18.93KN\/M<\/p>\n

Factored load for 1.5M\u00a0\u00a0\u00a0\u00a0\u00a0 =18.93\u00d71.6=30.288KN\/M<\/p>\n

MOMENT AND REACTION:<\/strong><\/p>\n

RA=50.19KN & RB=50.30KN<\/p>\n

Moment @3.0M<\/p>\n

50.3\u00d73.0-(8.5\u00d70.5\u00d70.32)+(12.52\u00d71\u00d71.10)+(30.26\u00d70.720)<\/p>\n

M\u00a0 =95.68KNM<\/p>\n

Mu=Mu\u00a0 <\/sub>limit<\/p>\n

95.686\u00a0 <\/sup>=0.138\u00d720\u00d71000\u00d7d2<\/sup><\/p>\n

d\u00a0 =186.18mm<200<\/p>\n

TO GET AST:<\/strong><\/p>\n

Ast \u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 = 50\u00d7(1-1\u221a1-(4.6\/20)\u00d7(95.68\u00d7106<\/sup>\/1000\u00d72002<\/sup>))\/(415\/20))<\/p>\n

=1.12%<\/p>\n

Ast \u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 =1.12\/100\u00d71000\u00d7200 = 2240mm<\/p>\n

No .of 16mm dia bars = 2240\/(3.14(16)2<\/sup>\/4) = 11 bars<\/p>\n

DISTRIBUTION BARS<\/strong><\/p>\n

(0.12\/100)\u00d71000\u00d7200 =240mm2<\/sup><\/p>\n

Spacing of 6mm dia bars =(3.14(6)2<\/sup>\/4)240\u00d71000=120mmc\/c<\/p>\n

Provide 6 mm dia @ 120mmc\/c as distribution steel<\/p>\n

DESIGN OF LANDING:<\/strong><\/p>\n

Reaction from flight = Rb<\/sub>\u00d71.5-(8,5\u00d70.5)\u00d70.5+(12.52\u00d71) \u00d70.5<\/p>\n

=68KNM<\/p>\n

Mu\u00a0 =\u00a0 <\/sub>Mu<\/sub> limit<\/p>\n

68\u00d7106<\/sup> = 0.138\u00d720\u00d71000\u00d7d2<\/sup><\/p>\n

d\u00a0 =\u00a0 157 < 200mm<\/p>\n

Ast\u00a0 =\u00a0 50\u00d7(1-1\u221a1-(4.6\/20)\u00d7(68\u00d7106<\/sup>\/1000\u00d72002<\/sup>))\/(415\/20))<\/p>\n

=0.8%<\/p>\n

Ast =0.8\/100\u00d71000\u00d7200=1600mm2<\/sup><\/p>\n

Spacing of 12 mm dia bars =(3.14(12)2<\/sup>\/4)1600\u00d71000= 70mm<\/p>\n

Provide 12 mm dia @ 70mmc\/c\u00a0\u00a0 on\u00a0 landing<\/p>\n

Read More\u00a0Design of Pile Cap Excel Sheet<\/a><\/strong><\/span><\/p>\n

Staircase Estimation Excel Sheet<\/a><\/strong><\/p>\n","protected":false},"excerpt":{"rendered":"

Design of\u00a0 Stair Case Vertical distance between two floors= 3.2 m Assuming two flights Height\u00a0 Of each\u00a0 flights= 3.2\/2 = 1.6m Clear Width Of each Step=1500mm Rise\u00a0 Of\u00a0 each Step =150mm Thread Of each Step=230mm No\u00a0 of\u00a0 rise\/flight=12 Going of each flight=12\u00d7230 = 2760mm Width of Support=230mm Grade of Concrete=M20 Grade of Steel =Fe415 SPAN …<\/p>\n","protected":false},"author":2264,"featured_media":1597,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"two_page_speed":[],"footnotes":""},"categories":[58],"tags":[86],"class_list":["post-1596","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-structural","tag-staircase"],"yoast_head":"\nDesign of Stair Case - Online Civil<\/title>\n<meta name=\"description\" content=\"Design of Stair Case Vertical distance between two floors= 3.2 m Assuming two flights Height Of each flights= 3.2\/2 = 1.6m Clear\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/onlinecivilforum.com\/site\/design-of-stair-case\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Design of Stair Case - 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