By using equivalent uniformly distributed load theory, calculate dead and live loads transferred from slabs to beams.
Calculate the load combinations that should be used in the design.
I1-
B1
-B161
B402
1
30cm 009 455cm 30cm 30cm
S101
S102
3111 --B114 H1+ S103 Br13
-B116
Section II-II -B0S- B106 3 S104 S105 60 zug -Hg B107 -B108- A 11- B Section I-I
3
500cm
500cm
RC Frame Structure system has been chosen for a hospital. The building is not in an Earthquake and Wind region. Each slab has 17.5cm of thickness. Additional dead load on the slabs are (floor finish, plaster etc.): 1.25 kN/m. Materials: C16, S220.