2. Determine separately the dead load deflections due to the beam and slab weights and a superimposed dead load of 2.2 k

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2. Determine separately the dead load deflections due to the beam and slab weights and a superimposed dead load of 2.2 k

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2 Determine Separately The Dead Load Deflections Due To The Beam And Slab Weights And A Superimposed Dead Load Of 2 2 K 1
2 Determine Separately The Dead Load Deflections Due To The Beam And Slab Weights And A Superimposed Dead Load Of 2 2 K 1 (34.45 KiB) Viewed 59 times
2. Determine separately the dead load deflections due to the beam and slab weights and a superimposed dead load of 2.2 kPa for an interior composite beam assuming unshored construction. The slab thickness is 125mm with an fe' = 25.0 MPa. The W24x76 beam has a simple span length of 10.6m and spaced 2.8m 0.c. The superimposed floor dead load is 1.5 kPa. Use a modular ratio of 3n for the deflections from composite dead loads. Determine the required midspan camber.
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