2. Determine separately the dead load deflections due to the beam and slab weights and a superimposed dead load of 2.2 k
Posted: Wed May 04, 2022 9:11 am
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.