From the Figure shown below. Compute the magnitude of the resultant force (kN) on the indicated area and the location of the center of pressure (m). Show the resultant force on the area and clearly dimension its location. Question 4 1.0 m 0.7 m Semicircular hatch 2.0 m diameter Turpentine sg -0.88 70°

From the Figure shown below. Compute the magnitude of the resultant force (kN) on the indicated area and the location of the center of pressure (m). Show the resultant force on the area and clearly dimension its location. Question 4 1.0 m 0.7 m Semicircular hatch 2.0 m diameter Turpentine sg -0.88 70°

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

Compute the magnitude of the resultant force on the indicated area and the location of the center pressure. Show the resultant force on the area and clearly dimension its location. From the figure
A vertical propane tank with an outside diameter of D=300 mm and a wall-thickness of t=14 mm is subjected to a horizontal force of F = 41 kN. The gage pressure inside the tank is 6 MPa. [D=300 mm, t=14 mm, F=41 kN, h = 1 m] Determine the shear stress produced by the applied force at K. 0 MPa 17.91 MPa 6.51 MPa 19.5 MPa 7.61 MPa Feedback: Shear stress is developed at point k due to the applied force P. Correct answer: 6.51 MPa
A. Oil with Spgr=0.80 forms a layer 0.90m deep in an open tank that is otherwise filled with water. The total depth of water and oil is 3.0m. What is the gage pressure at the bottom of the bottom of the tank? What is the total force at the bottom of the tank? oil 2 0.90m water 2.10m 3
The bottom plate of a barge's hull (Figure below) is curved with the radius of 1.75 m. When the barge is submerged in sea water (S.G. = 1.03), determine the total hydrostatic pressure force (FR) and direction (angle) on plate AB per unit length of hull. B 1.75 m A = 3 m
Situation The helical spring shown is axially loaded with a compression force P equal to 5 kN. The mean diameter of the spring is 100 mm and the wire used is 10 mm as indicated in the figure. 1. What is the shear stress at A? 2. What is the shear stress at B? 3. On diameter AB, locate the point of zero stress measured from C. P = 5 kN WW P = 5 kN 100mm A 10mm B
The 12 kN crate is being pulled by the force P as shown in the figure. The force P makes an angle of e with the horizontal. a) Find the smallest possible force P to cause the crate to slide. b) Determine the angle e. c) Determine the horizontal frictional force acting at the bottom of the crate, W=12KN Note : The total surface R I Pmin - M= 0.20
Question 4. The L-shaped cap in the figure is hinged from point A. Neglecting the weight of the lid, a) Before opening the lid counterclockwise, determine the maximum water height H in symbols. b) If w=4 m (width of the cover perpendicular to the plane of the paper), B=5.77 m and d=6 m, determine the numerical value of H. C) Find the horizontal and vertical components of the hydrostatic force and the resultant force direction with the values given in b B articulation A H
5.) The section of a gate at the end of a tank is shown below. The length of the gate is 3 m normal to the paper and hinge at O. If the depth of water is 2.50 m, neglecting the weight of the gate calculate the vertical component of the hydrostatic force on the submerged curved section of the gate. Use unit weight of water 9.80 kN/m^3. fluid mechanics
The overhang wall shown in (Figure 1) is 2.5 m wide. p = 1000 kg/m³. Part A FR = Determine the magnitude of the resultant hydrostatic force the water exerts on the face AB in of the overhang. Express your answer to three significant figures and include the appropriate units. μA 0 = A Value 2 m B Units PER ? Part B Determine the direction of the resultant hydrostatic force the water exerts on the face AB of the overhang. Express your answer using three significant figures. 15] ΑΣΦ | 4 | vec www. ? °, measured counterclockwis from the positive axis
Calculate the maximum shear stress omay in the web of the T-beam shown in the figure if b = 12 in., t = 0.5 in., h = 9 in., h, = 8.3 in., and the shear force V = 5,100 lb. (Enter the magnitude in psi.) ly t hi h C psi