ANALYSIS OFF PILE FOUNDATION WITH buoyancy BUOYAJNCY LOAD AND BENDING MOMENT WITH SSI - Apex
Автор: Learn Ansys by Prashant (Project Solutions)
Загружено: 2021-04-01
Просмотров: 665
Описание:
PROBLEM STATEMENT(BRIDGE DESIGN N.KRISHNA RAJU, ENGINEERING, VOL. 1, P. 235-238).
• Diameter of pile = 1300mm,
• No of piles = 8
• Depth of pile cap =1500mm
• Dead weight of pier , pier cap and pile cap
• With 15% buoyancy =16250 KN
• With 100% buoyancy= 11200KN
• Dead weight of girder and footpath =1337.3KN
• Live load (two span loaded) = 3719.5KN
• (one span loaded) = 2052.7 KN
• Frictional force due to DL = 40 KN
• Moment = 949.5 KN
• Longitudinal force(for two span loaded)=688.8KN
• Moment= 688.8*23.677KNm
• For one span loaded=728.92KN
• Moment=728.92*23.677KNm
(A) TAKING DIAMETER AS VARIABLE W.R.T. CONSTANT LENGTH
DIAMETER mm
1300 1400 1500
C) TAKING THICKNESS OF PILE CAP AS VARIABLE
THICKNESS mm
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