Please provide the complete UNITS ANALYSIS, USE OF CORRECT CONVERSION RATIOS and DIAGRAMS in your hand-written solution. INCOMPLETE/NO SOLUTION means NO CREDIT. Encode your FINAL answer in the space provided after each question. A Tainter gate used to control water flow from the Uniontown Dam on the Ohio River is shown; the gate width is w = 115 feet. R = 60 feet D = 33 feet Water Determine the magnitude and direction of the HORIZONTAL component of the hydrostatic force (in kips) acting on the gate. Indicate the direction by putting an R for right and L for left after your numerical answer. * Determine the VERTICAL component of the hydrostatic force (in kips) acting on the gate. Indicate the direction by putting an U for upward and D for downward after your numerical answer* Determine the magnitude (in kips) of the hydrostatic force acting on the gate. * What angle (in degrees) does the hydrostatic force F make with horizontal? *

Please provide the complete UNITS ANALYSIS, USE OF CORRECT CONVERSION RATIOS and DIAGRAMS in your hand-written solution. INCOMPLETE/NO SOLUTION means NO CREDIT. Encode your FINAL answer in the space provided after each question. A Tainter gate used to control water flow from the Uniontown Dam on the Ohio River is shown; the gate width is w = 115 feet. R = 60 feet D = 33 feet Water Determine the magnitude and direction of the HORIZONTAL component of the hydrostatic force (in kips) acting on the gate. Indicate the direction by putting an R for right and L for left after your numerical answer. * Determine the VERTICAL component of the hydrostatic force (in kips) acting on the gate. Indicate the direction by putting an U for upward and D for downward after your numerical answer* Determine the magnitude (in kips) of the hydrostatic force acting on the gate. * What angle (in degrees) does the hydrostatic force F make with horizontal? *

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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