Find the height H in terms of R shown in the figure, for which the hydrostatic force on the rectangular panel is the same as the force on the semi-circular panel below.H2R

The hydrostatic force on the rectangular panel is equal to the hydrostatic force on the semicircle…

Answered: Find the height H in terms of R shown…

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

Given is a thin-walled tube with the following data: Determine the following: a. Enclosed Area Wall thickness- 2mm b. Perimeter of the thin walled tube ABC is a sector with a radius of 50 mm c. Shear flow AOD & COD is a triangle Torque is 1000 N.m Length of the thin walled tube is 0.5 m Use G=24 GPa for aluminium d. Shear stress e. Angle of twist A R 90° в D 3R
A vertical triangular gate with Alcohol (SG = 0.78) on one side is shown in the %3D figure. Determine the total resultant force acting on the gate and the location of the center of pressure. 6 ft 3ft VAVAVAVAVA Ib f Unit weight of the liquid (y) Value of hbar (h) Arca of the rectangular gate (A) Hydrostatic Force (F) Vahe of (Igx) Vahue of ybar (9) Location of the Hydro. Force measured from the water surface of the gate inclined (yel Ib ft ***answer Hydrostatic Force Fon the box below: Answer: 1311.03 The correct answer is: 1022.1
section 300 10 800 ISM P= 300 ka, e = 250mom From the given figure shown, Calculate the stress at the bottom located in the centerline of the beam. (MPa)
Q.3) The Figure shown a beam with all dimensions. (a) Determine the bending stress at point H. 180 mm State whether the normal stress at H is tension or 12 mm compression. If the bending stress at point K is 9.0 MPa (Т). (b) Determine the magnitude of the maximum bending moment M: that can be supported by the beam. If the allowable bend 20 mm| 30 mm 260 mm stress is 165 MPa.
The solid shaft shown in the figure below is fixed at one end and has a lever at the other. The shaft is supported by two bearings. A force F of 790 N is applied at the end of the lever, a distance b of 75 mm from the centre line of the shaft. The shaft has an outer diameter of 12 mm. Find the bending stress at point A, on the outer surface of the shaft, a distance a of 80 mm along the shaft from the lever. Give your answer in N/mm² to 3 significant figures. Fixed end Bearing Shaft A a Lever b F
A tapered column assembly is made up from a square tubes having cross-sectional as shown in the figure. The axial loads PA=275KN and PB-3750 kN are applied to the column at levels A and B. Evaluate the axial stress in segment BC of the column. Neglect the self-weight of the structure PA A 150 mm, = 12 mm (1) 150 mm PB 12 = 15 mm %3D (2) 200 mm 200 mm (b) (a) B.
Mechanics of Deformable Bodies 80 N 200 mm 300 mm B The pipe shown in the figure has an inner diameter of 80 mm and an outer diameter of 100 mm. If its end is tightened against the support at A using a torque wrench at B, determine the shear stress developed in the material at the inner and outer walls along the central portion of the pipe when the 80-N forces are applied to the wrench. с 80 N
3P 2P A beam ABCD made of extruded aluminum and of length L= 1000 mm, is fixed at its ends A and D. The beam supports a vertical force 3P at B and a vertical force 2P at C as shown in figure 3. The details of the cross section of the beam are also given in Figure 3. The wall thickness is constant and equals to 10 mm. Note that all dimensions are in mm. The beam material is elastic perfectly plastic with a yield stress Sy = 300 MPa. a) Compute the fully plastic moment (Mp) of the beam cross section. b) Compute the fully plastic load (Pp) of the beam. L4 L2 DDX y+ 10 80 30 40 Figure 3
Determine the magnitude of the resultant force (in N) of the coplanar force system shown in the figure below where the horizontal force P = 210 N and the couple M = 527 Nm. 90 N 250 mm 150 N 400 mm M&N•m A 300 P
Below presents a continuous beam with A being fixed and B is pinned and C has a roller. Take: E = 200 GPa 1 = 8 x 106mm Load = 2 kN A 5m B Using the following method: 2 KN + 2m + 2m |- You are tasked to analyze the continuous beam by calculating the: > the displacement on the beam at B and C and > the reaction at the supports Matrix Structural Analysis Use the following steps as a guide to analyze the beam: Matrix Structural Analysis ✓ Produce Notations ✓ Establish the known displacements and known external load ✓ Produce Member Stiffness Matrix ✓ Displacement and Load ✓ Calculating the displacement Calculating the reaction at the support
The beam has a rectangular cross section and is subjected to the loading shown. Determine the components of stress ox, oy, and Txy at point B. 800 N B 1000 N 15 mm 20 mm 20 mm 15 mm 100 mm 10 mm
3. The tank shown has a parabolic curve gate at the bottom right side of length h perpendicular to the paper. The parabola has a vertex at the center of the hinge A. The parabola is defined by the equation in the X-Y coordinate system as shown. Neglecting the weight of the gate and the vertical reaction at the bottom end B of the gate, show the following if the unit weight of the liquid is y. (a) The magnitude of horizontal component of the hydrostatic force on the curve AB is 4.5yh³. 14 (b) The location of the horizontal component is ―h below 17 the x axis. (c)The magnitude of the vertical component of the hydrostatic force on the curve AB is yh³. 26 3 (e)The magnitude of the horizontal force P just to prevent the opening is yh³. Liquid surface 27 (d) The location of the vertical component ish from the y axis is 26 124 3 4h 27 - h. 26 hinge 2h

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

Find the height H in terms of R shown in the figure, for which the hydrostatic force on the rectangular panel is the same as the force on the semi circular panel below. H 2R