Ductile design and detailing of earthquake resistant structures.
Structural design of rcc sloped roof pdf.
Seismic effects material behaviour and general principles of earthquake resistant design of structures.
Design loads for residential buildings 3 1 general loads are a primary consideration in any building design because they define the nature and magnitude of hazards or external forces that a building must resist to provide reasonable performance i e safety and serviceability throughout the structure s useful life.
Different boundary conditions are considered like pyramidal panels a with and without ridge beam b with and without edge beam c supported on wall and d supported on columns with.
For this reason various simplified methods have been adopted for determining moments shears and reactions of such slabs.
This structural design process has been carried out under use of bs8110 design code of practice.
Based on the boundary condition you can determine the axial thrust and the bending moment.
Hip the hip roof has four sloping sides.
It is the strongest type of roof because it is braced by four hip rafters.
It is the form most commonly used by the navy.
It is simple in design economical to construct and can be used on any type of structure.
Especially computations have been made by use of bs 8110 based spreadsheets.
If the problem is statically determinate the equilibrium equations would.
Sloping slabs under gravity load would be subjected to bending and axial thrust.
Pdf chapter 2 structural design of rcc building.
Publication produced by the reinforced concrete council rcc as part of its project spreadsheets for concrete design to bs 8110 and ec2.
Earthquake resistant design of structures.
Along the slope ii across the slope depending upon the boundary conditions.
Roof snow drift surcharge a n g l e note a 15 increase in the allowable capacity of wood for loads that include snow which is a short term load snow loads 7 12 cs 0 99 slope 8 12 0 91 9 12 0 83 10 12 0 75 11 12 0 69 12 12 0 63 note that roofs exceeding an angle of 30 degrees may reduce the ground snow load.