Through 18071634 is subject to the seismic requirements of Section 743 of TMS 402ACI 530ASCE 5. Wall is corbeled the top corbel shall not extend higher than the bottom of the floor framing and shall be a full course of.
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The slab has a length of 4 m with both ends continuous.
. Design a one-way slab to carry a service live load of 4000 Pa. Wall is corbeled the top corbel shall not extend higher than the bottom of the floor framing and shall be a full course of. Seismic Design Category D.
A design using Tables 1807. A design using Tables 1807. Assume f c 21 MPa and Jy 415 MPa for main bars and fy 276 MPa for temperature bars.
Seismic Design Category D. Live Load 4000 Pa Dead Load Weight of slab Minimum thickness of slab. Through 18071634 is subject to the seismic requirements of Section 743 of TMS 402ACI 530ASCE 5.
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