Earthquake Resistant Design of Building 529
EXAMPLES-SEISMIC COEFFICIENT METHOD
Example-1 : The plan and elevation of a three storey RCC school building is shown in
fig. 6.44. The intensity of dead load is 12 kN/m2 (including columns, beams and walls) and
floors are to cater an imposed load of 4 kN/m². The building is situated in zone IV. The type of
soil encountered is medium soil and it is proposed to design the building with a special moment
resisting frame. Determine the seismic forces and shears at each floor level using static coefficient
method.
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earthquake resistant design of building 529 example Sare simak confident method example when the plan and elevation of the three storey kachi school building in is shown in figure 6.54 the intensity of dead load is 1212 ke kilometre to including columns beams and walls and floors are two character and imposed load of four k and m to the building is situated in zone for the type of soil in encountered in medium soil its proposed to design the building with special moment resisting frame determine the seismic forces of shares at floor level using study confession method
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Explanation:
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