3.32. How far below the water surface should a vertical square, 1.22 m on a side with two sides horizontal, be immersed so that the center of pressure will be 76 mm below the center of gravity? What will be the total force on the square? Ans. 1.01 m, 23.7 kN

3.32. How far below the water surface should a vertical square, 1.22 m on a side with two sides horizontal, be immersed so that the center of pressure will be 76 mm below the center of gravity? What will be the total force on the square? Ans. 1.01 m, 23.7 kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Determine the amount of deflection at free-end and also the maximum deflection using double…

Q: Determine the values of 0A and vA. Clearly indicate both magnitude and direction. Answer: 0 = 135…

A: According to given dataWe need to calculate the asked Values which is solved below

Q: answer using Conjugate-Beam Method and show complete solution. Problem no. 1 Determine the slope and…

Q: 4. For the cantilever beam loaded as shown, find the deflection at the free end and the slope at…

A: Given Data E = 200 GPA = 200 × 103 N/mm2 I = 15 × 106 mm4 Find deflection at free end and slope at…

Q: From the beam shown: Determine the a/d ratio of the beam, at intervals 1.0 m. Identify if the beam…

Q: Complete solution. Double Integration El = constant fordy 20 KN 18 kN/m Find the slope @ B,…

A: Let,RA=Vertical reaction at support A in upward direction.RB=Vertical reaction at support B in…

Q: . For the simply supported beam shown in Figure, compute the slop of the elastic curve at A and C,…

A: Given data in question Concentrated moment Span member length Integration method to be used To…

Q: Problem 1 80 kN A Using the Virtual Work Method, and assuming El constant, 3 m. 3 m a) Determine Ac…

A: Load = 80KN

Q: 3. Determine the reaction of supports using slope deflection method. El is constant. A 20 kN/m 6 m…

A: Given Data Find support reaction using slope deflection method.

Q: Determine poisson ratio if lateral is -0.3 and longitudinal strain 0.5

Q: ng Assignment Problem 16.1. Determine the slop at point C and the deflection at point D of the beam…

Q: Calculate the horizontal displacement and the slope at C. 10x10 cm? |C 2 KN E = 200 GPa 10x20 cm B…

A: The virtual work method is also known as the unit load method. In this method, the deflection of a…

Q: Find the smallest angle e for which a sufficiently large force P would cause the uniform log AB of…

Q: 1. Solve for general and particular solution using homogeneous. (y? + 7xy + 16x?)dx + x² dy = 0 x =…

Q: Utilizing the method of double integration, Solve for the: deflection @B deflection @ D slope at L…

A: Given : Determinate beam with fixed end at A and Roller at B. Find : Slope at B on both sides and…

Q: Situation #1 El is Constant (Assume El = 1 kN-m²) Y KN -3m 1 10 + A X KN -4m B Determine the slope…

A: X = 329KN Y = 29KN A = 8 To be find - Slope at A Slope at B Location of maximum deflection.…

Q: Find the slope @ B, deflection @ C, location of max defle

Q: Using Area moment method: A simply supported beam with length I is loaded with a uniformly…

A: As per bartleby guidelines, only 1st question among multiple questions posted need to be solved.…

Q: Determine the displacements of joints 2 and 3. · For the frome in Figure 1, using the matrix…

A: E=205 GPa=205×106 kN/m2 A= 6000 mm2 I=180×106 mm4=180×10-6 m4 To determine- Displacement of joint 2…

Q: Determine the slope and deflection at point B of the beam shown. E = 70 GPa, I = 164(106) mm4 %3D…

Q: Solve using Double Integration Method (Indeterminate Beam). Assume EI to be constant. If it is…

Q: Determine the following unknowns using Double Integration Method. Consider 150mm x 150mm section and…

Q: By using the method of Stiffness Matrix, determine the slope and displacement at point C. Take El as…

A: To determine: slope and displacement at C

Q: Analyse the frame shown in figure below by slope deflection method and draw BMD and SFD.

A: DRAW SFD AND BMD

Q: What is the horizontal deflection at the bend?

A: The uniformly varying load shows maximum bending moment of wl26 and slope of wl324 EI and deflection…

Q: Analyze the beam 4P (kN) 2P (kN/m) 80° 3m 3m 4m 3m

Q: 5. How that the friction factor of the Darcy-Weisbach formula and the Manning's roughness factor n…

Q: Problem no. 1 Determine the slope and the displacement at the end C of the beam. . 8 kN 4 kN A D В.…

Q: (a) Determine the equation of the elastic curve for the calculate the value of Elv midway between…

Q: 1. For the beam loaded as shown, by conjugate-beam method (CBM). Determine the slope and deflection…

Q: Current Attempt in Progress For the loading shown, use the double-integration method to determine…

Q: Problem no. 1 Determine the slope and the displacement at the end C of the beam. .

Q: From the given figure: Let P = 26KN, L = 8m, a = 3m if the equation of the slope is Ely = Pª (-+L),…

Q: Use Conjugate Beam Method. Determine the slope at B and the displacement at C of the beam. Use E =…

Q: A contractor is to construct a tank to contain water for his construction project, given that the…

A: Given data: The tank height (h) = 2.4m…

Q: 2. Derive an equation that describes the vertical deflection of the beam, y(x), and also calculate…

Q: I need an answer as quickly as you can, bro,Thank you.

Q: Using double integration method, determine the value of the constant, C2 for segment AB. M=400 kN.m…

Q: 1/7 1/7 L. 2. PL MA= M3 = 8 %3D %3D A L.

Q: Using Double Integration Method: A concentrated load, P is appied at the center of a simply…

A: Given data: P=42 KN L=8 m EI=18000 KN-m2

Q: Using the Stiffness method (FEA) determine the veritical displacement at the point load. Assume all…

A: Matrix is defined as an array of quantities, usually called elements, grouped together for some…

Q: Determine the ff. using CONJUGATE BEAM method: • Slopes at A & D • Deflections at B & C 270 kN 180…

Q: Problem no. 1 Determine the slope and the displacement at the end C of the beam. . 8 kN 4 kN A |C D…

Q: Determine the elastic curve equation, the slope at B and the deflection at C by double integration…

Q: 6.Determine the number of primary unknowns displacement method.

A: Since the structure has 2 roller supports,

Question

kindly give the exact and complete solution for this question where the asnwers are 1.01 m and 23.7kN

3.32.
How far below the water surface should a vertical square, 1.22 m on a side with two sides horizontal, be
immersed so that the center of pressure will be 76 mm below the center of gravity? What will be the total
force on the square? Ans. 1.01 m, 23.7 kN

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Use Conjugate beam method. Give me right solution with clear calculations
Answer in 3 decimals B) use conjugate beam method
y = 125 EZL -(-x5 + 2L²x³ – L*x) Eq. (1) where L=6 m, E=5x10*kN/m², Z=3x10+m“, w,-250 kN/m, and x is distance of deflection at any point from A to B. (a) Use bisection method to determine point x at maximum deflection (i.e, the value of x where dy/dx = 0). Use initial guess of x= 0 m and x4= 6 m to achieve ɛs = 7%. Only show the 1* and 2nd iterations in full calculation and use 4 decimal places for all your answers. Summarize your answers in Table 1. (a) (x = L, y = 0) (r = 0, y = 0) B (b) Figure 1(a) The original beam, 1(b) The deflected beam lteration l: xi, Хa, Х, fx), fx.), { х) х fx) Iteration 2: x, Xu, Xr, f(x1), f(x-), f(x1) x f(x;), Eal% Table 1 i f(x) f(x,) f(x)xf(x,) 1 6. 3 4 (b) Find the value of maximum deflection, y by substituting the x value from part (a) into Eq. (1)
USING DOUBLE INTEGRATION METHOD Consider 250 mm x 250 mm (bxh) mm section and e = 100000 MPa DETERMINE VERTICAL REACTION AT B DETERMINE SLOPE REACTION AT B DETERMINE DEFLECTION AT D Values: A = 9.4 M B = 5.5 M C = 10.6 KN/M D = 33 KN
Use wedge method to analysis the stability of slope shown below. Use wedges A and B drawn in the figure. Redo the calculations in case the water table exist at the top level of slope that shown in the figure of the previous example. 161.9 m Y- 21 ANim Core - 35 60m Interface characteristic 4110 ANm 150 (a) 109 5 m 23 -=23 f--- -85m tan d tan FS 39.9m 42.4 m 223 m FS Tnsm P, tan d 176 m FS 73,4 m 100.0 m (b) (c) (d)
Must be solved using Castigliano's theorem
Use double integration method. Consider 250 mm x 400 mm (b x h) section and E = 120 GPa. Find a. Deflection at C in mm. Use a = 3.2 m, b = 19.1 kN/m, and c = 25.5 kN
Answer fast and give right answer
Using double integration method
Use Castigliano's Theorem to determine the slop? t joint B in radian, 2340z10 mm and the E= 200 GPa. %3D Let Q-11KN/m, L-6 Answer in 2 decimal places A 外 2L L/2 L/2