The submerged sector gate AB shown in the figure is 1/6 of a circle of radius 4 m. The length of the gate is 10 m. Determine the horizontal component of water pressure acting on the gate. Water radius 843.20 kN 588.6 kN O 815.08 kN 969.13 kN 902.58 kN 731.71 kN 472.36 kN 772.96 kN 648.21 kN 689.85 kN 405.91 kN O

The submerged sector gate AB shown in the figure is 1/6 of a circle of radius 4 m. The length of the gate is 10 m. Determine the horizontal component of water pressure acting on the gate. Water radius 843.20 kN 588.6 kN O 815.08 kN 969.13 kN 902.58 kN 731.71 kN 472.36 kN 772.96 kN 648.21 kN 689.85 kN 405.91 kN O

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Fluid mechanics, i need solutions in 10 minutes please. MCQ/The submerged sector gate AB shown in the figure is 1/9 of a circle radius 4 m. The length of the gate is 10 m. Determine the horizontal component of water pressure acting on the gate. A-262.874 kN B-162.328 KN C-324.260 KN D- 448.161 KN E- 591.263 KN F-392.273 kN G- 89.207 kN H-536.078 KN I-208.119 KN J- 490.984 kN K- 127.908 KN L- 113.001 KN
Determine the vertical displacement at point B. IS KN 6 kN/m nc 2EI El EI 2.0 m 4.0 m 2.0 m Vo 8.0 m CS Scanned with CamScanner
The submerged sector gate AB shown in the figure is 1/6 of a circle of radius 4 m. The length of the gate is 10 m. Determine the horizontal component of water pressure acting on the gate. Water radius 902.58 kN 689.85 kN 648.21 kN 525.28 kN 405.91 kN 588.6 kN 731.71 kN 815.08 kN 843.20 kN 472.36 kN 969.13 kN O 772.96 kN
c) What is q3 in the panel with cutout shown below if the average shear flow on it is 25000 N/m? A. 27.55 N/mm B. 28.95 N/mm C. 23.61 N/mm D. 35.73 N/mm 0.9 m 0.3 m- 1.2 m 0.9 m 3 m 0.5 m 3 m 3.5m
18 kN/m 9 kN m C В 3 m 1 m
the submerged sector gate AB shown is one-sixth of a circle of radius 6m. the length of the gate is 2 m. determine the direction with respect to horizontal (degrees) of resultant force acting on the gate.
Q.>> A Rectangular channel ( = 0:011) 18 m wide to Carry water at The slope f the channel ds 0.00078 (à) Determine the Cottical velocity fao in mls tlow rate 35m /s: (b) Determine the criti cad. depth of. the Floo in meters Dietormine the Specific cheroy in meter8
70 kN 50 kN 50 kN F 6 m A E В D - 4 at 4 m = 16 m- 10. Member CD is a. 41.67kN (C) b. 100kN (C) c. 113.33kN (T) d. 41.67kN (T) 11. Member CH is a. 41.67kN (C) b. 100kN (C) c. 113.33kN (T) d. 41.67kN (T) 12. Member GH is 41.67KN (C) b. 100kN (C) c. 113.33kN (T) d. 41.67kN (T) а.
Problem 3 -106 Compute the hydrostatic force and its location on semi-cylindrical indentation BCD shown. Consider only 1 meter length of cylinder perpendicular to the figure below. Ans: Fy @ 1.349 m below D 109.5kN Fv3D20.5kN @ 0.531 m to the left of B
18 kN/m 9 kN-m A B 1 m 3 m
Marked out of 0.50 P Flag question The head of water over the center of an orifice of diameter 80 mm is 4.5 m. Find the theoretical velocity. Torricilli's T opening Select one: a. 360 mm/sec b. 0.939 cm/sec C. 939.63 cm/sec d. 88.29 m/sec
Solve the value of Ely' 4m from the free end. 6 kN 2 kN/m 4 kN 3 m 1.5 m 1.5 m- O 103kNm 2 O 401kNm^2 O-145kNm*2 96.67kNm 2 B.