A trough is full of liquid of weight density 9,000 N/m³. The ends of the trough are equilateral triangles with sides 2 m long and with vertex at the bottom. Setup the integral for the force on one end of the trough. (Hint: Put the bottom of the trough along the x-axis.)

A trough is full of liquid of weight density 9,000 N/m³. The ends of the trough are equilateral triangles with sides 2 m long and with vertex at the bottom. Setup the integral for the force on one end of the trough. (Hint: Put the bottom of the trough along the x-axis.)

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

Hydrostatic forces on inclined plane surface 6Q. A rectangular gate having a width of 4 ft is located in the sloping side of a tank as shown in the figure. The gate is hinged along its top edge and is held in position by the force P. Neglect the friction at the hinge and weight of the gate. Determine the required value of P. V Water Hinge Gate 60° 6 ft 10 ft
Friction-static and rigid bodies DRAW YOUR OWN FIGURE.
Show complete solution and Free Body Diagrams.
The rigid beam BC shown in the figure is supported by rods (1) and (2) that have cross-sectional areas of 190 mm2 and 290 mm2, respectively. A uniformly distributed load of w= 12 kN/m is applied on the rigid beam as shown in the figure. Assume L= 3 m, a= 1.7 m, length of rods= 2.1 m and E= 57 GPa. Determine the force in rod (1)? Determine the force in rod (2)? Determine the normal stress in rod (1)? Determine the strain in rod (1)? Determine the deformation in rod (1)? In mm Determine the deformation in rod (2)?in mm
Statics homework #8
3) Solve the following problem: The hollow tube ABCDE is made of a material that is subjected to five torsores that act as shown in the figure below. The outside diameter of the tube is d2 = 1.0 inches. The maximum allowable shear stress is 12,000 psi (12,000 lb / inch ^ 2). In addition, the maximum rotation per foot allowed is 2.0 degrees (2.0 degrees / foot). Take G = 9500 Ksi (9,500,000 psi). Note: Remember that 1 degree equals 0.0175 radians. Determine the maximum internal diameter d1, allowed for the tube.
6. Determine ax and ay in the figure for problem 5 if the pressure at A, B and C is the same. Ans. ax = 0, ay = -g
Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation which contains that force as the only unknown. The forces are positive if in tension, negative if in compression. 4.0 m po Answers: BC= A 4.0 m BE = EF= i i i B 4.0 m 4.0 m 2.5 m E 12.5 KN 4.0 m kN 2 2 2 kN kN D
Use X = 137 Y = 37 A = 6 B = 8 C = 1
Schematic diagram of a one degree of freedom bridge that can be opened and closed as follows.shown. The weight of the bridge is given as = −??⃗. Using the Virtuel (Virtual) Works method,Find the value of the counterweight Q so that the bridge can stabilize at a given position with the angle. ?⃗⃗⃗ =−??⃗ ‘dir. Also, state the effect of the value of on the equilibrium condition.
Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation which contains that force as the only unknown. The forces are positive if in tension, negative if in compression. - 3.5 m Answers: BC= BE= A EF= 3.5 m i i i B 3.5 m 3.5 m C 2.4 m E 26.5 KN 3.5 m KN KN KN D