Design of stair case PAGE 1 Risu 175mm; Thread (T) = 300 mm; te 25 Mpa fy - Зоо Мра , Vc 24 krem? finishing load 1.0 INm²; live load 3.5 kilm" IK Im Effective length (lett ) - 3.0m. Thickness / clepth of ۔ slab (Cl 33.1.a) d Span 20 X ME Modification factor 1.2 to 15 det M.F 1.2 3000 125 mm. 20 X 1.2 125 + 5 + 20 150 mm Lood Lowlakon I Load ol Single step
YAGER :) Dead load Load of 아 waist slab: One sted load 24 x D x [R²7 T T 24 x 150 x 1 0 175² + 0.32 03 4.16 kN/m² lood of one step ļx RxT dc T T I x 0.175 x 0.3 2 x 24 O. ] 3 2.1 kN/m 2 2. Finishing load . 1.0 kN/m² Total OL 4.16 + 2.1 + 1.0 7.26 kN/m² L.L 3.5 kN/m² The waist slab is ho clesigned Wirtth 726 kN/m 35 kN/m Ultimate 15 x 7.26 + 1.5x 35 16.14 kN/m Bending Moment: . Man BM - 0.125 Wd Left?
PALE-3 Max B.M 0.125 x 16.14 x 3? 18.157 IN-m. Check for depthi M = 0.36 fue Human b ( 0.42 Meman) 0.42X 18.157 x 10 0.36 x 25 x 0.914x dx 1000 x (d-o $14xd) Neeman ty 250 0.53d 415 0.48d by interpolation dy-300 N/mm2; Neeman 0.514d. 6 L 18.157 x 10 3627.34 d d 70.75 mm < | 125m mm ... It is OK. Calculation of steeli Ast ར 4.6 M osfor by bd fexbd² [-] [i Ast = 0.5X25 1- 4.6 x 18.1578106 X IOD X125 300 30x 1000 1252
Ast 486. 75 mm² PALE - 4 Provide lomm bars 71 10- Spacing 4 X 1000 161.27 486.75 Hence provich D-lo 150 mm ck. (Asp = 523.3 mm" ) Asta 0.15 1000 x 150 ELI 26.5.2.1) Х 100 225 mm² Bovide 8mm bass for distribution elf. π ㅠ Spracing x 82 x 1000 223.20 mm 225 Check for man Spacing (41.26.2.36 ) 3d Oy Spacing 300 mm 3X150 OY 300 mm 450 mm OY 300 mm Hence provided it is Ok. Deflection check: fs As er 0.58 ssly 7 [ci. 22. Cl. 22.2.1 As prov
PALES 486.75 th 0.58 x 300 x 523.3 + 2 - 161.83 N/m Percentage of steel Ast x 100 bd - 5233 x 100 1000 x 125 - 0.418.1. Modification factor 1.6. d = Span 3000 93.75 mm < 125mm 20 x M.F 2oxlib Hence the .. waist e safe slab in deflection check for shear: Cal 40.2.1.1 .2.1.1) V 1.5 wil 1.5 x 16.14x3 36.315 KN. 2 - 2 て Tv 36.315 x 10 bel 0.29 N/m N/mm² 2 1000 X 125 At Support the sheal be half and percentage be Pt 0.488 om 0.209 -/. 2
PAGE-6 6 By using Table 19 OH 0.29 0.25 0.36 0.205 ? By interpolation 2 ㄴ て 7 0.328 N/m - mm Hence To < ? с Hence safe in shear.