Design a one-way slab to carry a service live load of4 KN/m. The slab has a length of 4m with both endscontinuous. Assume f’c = 21 MPa and fy = 415 MPafor main bars and fy = 276 MPa for temperature bars.Steel cover is 20 mm. unit weight of concrete is 23.5KN/m3. Use 12 mm diameter for both main andtemperature bar.
Design A One Way Slab To Carry A Service Live Load Of4 Kn M The Slab Has A Length Of 4m With Both Endscontinuous Assum 1 (31.47 KiB) Viewed 51 times
Design A One Way Slab To Carry A Service Live Load Of4 Kn M The Slab Has A Length Of 4m With Both Endscontinuous Assum 2 (31.47 KiB) Viewed 51 times
Use for "M(load)" 35 w W² To woln zwe To wul w Wul
Use for "M(load)" 35 w W² To woln zwe To wul w Wul
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