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Civil Engineering
DETERMINE h so THAT THE CONe. DAm STARTS To TIP OVERCPIVOT ATA SEEPALE UNDER THE Dam PRODUCESA UNIFORM e ESSURE PeIsm UNDER THE DAm. A Ss uME TH E DAM 100 Ft WIDE

DETERMINE h so THAT THE CONe. DAm STARTS To TIP OVERCPIVOT ATA SEEPALE UNDER THE Dam PRODUCESA UNIFORM e ESSURE PeIsm UNDER THE DAm. A Ss uME TH E DAM 100 Ft WIDE

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1. 2 ft OETERMINE h so THAT THE COMC. DAm S TARTS TO TIP O VER(PIVOT AT A ) SEEPALE UNDER THE OA PRODUCES A UNI FORM Pe ESSURE PRISM UNDFR THE DAM. A SuME THE DAM 100 ft WIDE Do NOT SOLVE MATH. BUT SET uf THE EQS ETC THAT WOULD LEAD TO A SOLU TION AIR 12 ft CONC. B 4 ft NEAT FBD IS PE QUIRED PATM 14.7 paid PABS = Prm etes F= thea A Padh F = PA
Transcribed Image Text:1. 2 ft OETERMINE h so THAT THE COMC. DAm S TARTS TO TIP O VER(PIVOT AT A ) SEEPALE UNDER THE OA PRODUCES A UNI FORM Pe ESSURE PRISM UNDFR THE DAM. A SuME THE DAM 100 ft WIDE Do NOT SOLVE MATH. BUT SET uf THE EQS ETC THAT WOULD LEAD TO A SOLU TION AIR 12 ft CONC. B 4 ft NEAT FBD IS PE QUIRED PATM 14.7 paid PABS = Prm etes F= thea A Padh F = PA
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