- 1 Point Design The One Way Slab To Support A Load Of 12 Kn M With A Superimposed Dead To Live Load Ratio Of 1 2 Assu 1 (27.26 KiB) Viewed 16 times
(1 point) Design the one-way slab to support a load of 12 kN/m² with a superimposed dead-to-live load ratio of 1:2. Assu
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(1 point) Design the one-way slab to support a load of 12 kN/m² with a superimposed dead-to-live load ratio of 1:2. Assu
(1 point) Design the one-way slab to support a load of 12 kN/m² with a superimposed dead-to-live load ratio of 1:2. Assume concrete weighs 24 kN/m³. f'c = 28MPa and ty= 420 MPa. Use p = pmax. Let the length of the slab be 6 meters.