a(m)=5.90 b(m)=5.25 c(m)=1.3 conc.=c25 live load(KN/M2)=1.5 seismic zone=3

[answerhappygod]

a(m)=5.90
b(m)=5.25
c(m)=1.3
conc.=c25
live load(KN/M2)=1.5
seismic zone=3

A M 5 90 B M 5 25 C M 1 3 Conc C25 Live Load Kn M2 1 5 Seismic Zone 3 1 (45.87 KiB) Viewed 57 times

First floor plan STAIRS (There is slab at the rood All beams are 30 cm wide 2 Roof plan is same. Except there is slab too above the stairs. FRAME B-B Second Floor 1 3 m Allowable soil pressure 4.-200 kN/m? First Floor 古代 4 m Ka →→
As a part of the complete design of the given two-storey high reinforced concrete building, the following partial designs and drawings are required: 1- Design second floor(roof) and first floor slabs. 2- Analize only B-B Frame considering vertical and (vertical + earthquake) load combinations. It will be assumed that there are brick walls on all beams, Wall weigth will be assumed as 4 kN/m- but having %40 openings(doors, Windows etc.). Design only first floor beams of the B-B frame. 3-Use static equivalent loads of earthquake forces referring to Turkish Earthquake code. Since only B-B frame will be designed determine earthquake loads in U direction only. Ignore the twisting of the building during earthquake. 4- Design only Bl column. For this purpose assume the frames are braced against sidesway. Consider the bending of columns in U direction alone(uniaxial bending). 5- Design only B1 footing as a single column footing. In design use moments determined in frame plane(u direction moments).