*2-16. If the water in the structure in Prob. 2-15 is displaced with crude oil to the level D at the bottom of the cone, then how high h will the oil extend above sea level? Take p, - 900 kg/m'. p. 1020 kg/m'. 40 m 1m 5m E. 10 m Probs. 2-15/16

*2-16. If the water in the structure in Prob. 2-15 is displaced with crude oil to the level D at the bottom of the cone, then how high h will the oil extend above sea level? Take p, - 900 kg/m'. p. 1020 kg/m'. 40 m 1m 5m E. 10 m Probs. 2-15/16

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: Take 2 KN/m in place of 1.5. Determine support reaction

A: Given data : The value of point load P=3 KN The value of uniformly distributed load q=2 KN/m…

Q: Problem 4. A. Draw the F.B.D. of the frame B.Draw the F.B.D. of the figure shown in (4-B), if the…

A: Given data:-

Q: The volume of water stored in a tank is 4 m3. Calculate the force of water acting on the truss. The…

A: Given: Volume of water = 4 m3 Horizontal load, F2 = 150 N Height, H = 75 m Width, W = 37.5 m The…

Q: Locate the centroid z̅ of the homogeneous solid formed by revolving the shaded area about the z…

A: Consider the figure shown below. A thin disk with thickness of dz is considers as the differential…

Q: The volume of water stored in a tank is 4 m3. Calculate the force of water acting on the truss. The…

Q: solve for reaction at hinge a. 0 b. 4.275 C. 4.725 solve for reaction at roller a. 4.725 b.0 c.…

Q: Solve for ED, EH, and GH. F1 = 45kN, F2 = 25kN

Q: A solid steel bar of a diameter 1.2 in. is enclosed by a steel tube of outer diameter 1.8 in. and…

A: First we summarise the given data : Diameter of steel bar = 1.2 inches Outer diameter of steel tube…

Q: w kN/m A CA D. - am cm bm Find reaction at support. a= 3 m b= 4m C= 2m w= 52KN/m

Q: Determine the support reactions C and D Include the selfweight of AB Which is 3 kN/m ignore the…

Q: 4.11 A solid cylinder of circular section of diamete d is of material with specific gravity S This…

A: We have :

Q: The

Q: HW4: - The Inverted T section of a L-m simply supported beam has the properties shown in Fig. (4).…

A: Solution: Given Data: y bottom=?σtensionmax=30 Mpaσcompressionmax=90 MpaAs beam is simply supported…

Q: *. Calculate support reactions and vertical sag at 8 w.r.t. A. Member CD is rigid and horizontal. 4…

A: Given :

Q: Find the horizontal reaction at sport G in kN. Include + or - for positive or negative, respec 3 m A…

Q: Draw the free body diagram and determine all the reation -3 m 3 m- T. 125 kN Hinge 3 m Hinge Hinge 3…

Q: Problem 4. A. Draw the F.B.D. of the frame shown in Fig. B. Draw the F.B.D. of the figure shown in…

A: In the Given questions two different figures are shown we have to determine the FBD of the figures

Q: 12' B ㅏㅏ Hinge at A, Roller at B 3 k/ft 30'- + 3k/ft 어

A: From the given figure above, we have to find out the reaction at supports & then have to draw…

Q: P8-3. Determine the force P to move block B. A W = 100 N 14, = 0.2 W = 100 N B P ₁=0.2 C W = 200 N…

Q: Determine the reaction at the roller support, B. Determine the reaction at the roller support, C.…

Q: 8. The beam loaded as shown is supported by a hinge at A and a roller at B. Find the reactions in…

Q: Problem 4. A. Draw the F.B.D. of the frame shown in Fig. (4-A). B.Draw the F.B.D. of the figure…

Q: Determine support reaction for the beam. 10 kN/m 20 kN A C 4 m 4 m 2 m

A: Determine reactions for the beam

Q: F9-6. Locate the centroid z of the homogeneous solid formed by revolving the shaded area about the z…

Q: answer

Q: The 5kg collar has a velocity of 9 m/s to the right when it is at A. It then travels down along the…

Q: PROBLEM SP309 100 KN honzontal supported by a roller at point A and an hinge at point B carnes a…

Q: 1. Given the diameter of the A-36 steel shaft as shown in Fig, Q1(a), d= 20 mm, E= 2.0 x 10" N/m?…

A: Solution Since you have posted a question with multiple sub-parts, we will solve first four subparts…

Q: A H 6 m 2. The reaction at B = (kN) w = 40 kN/m M=150 kN.m 2 m P₁ = 20 kN B D TITIT 3 m

A: From the given diagram:mB = 0:RA(8)+150+20(3)-40(8)(4)=0RA(8)+210-1280 =0RA(8)-1070=0RA(8)=1070RA…

Q: If the mass of cylinder C is 40 kg, determine the mass of cylinder A in order to hold the assembly…

A: Ji

Q: The face of a vertical dam has the shape of an isosceles triangle of altitude 4 m with an upper base…

A: Solution

Q: D A В E wwww ......... .... . 3m 6m 4m

Q: The beam is loaded with a uniformly varying load 0 at point D and maximum of 7 kN/m at the fixed…

A: uniformly varying loaded beam is given with internal hinge at point b and it has been asked to…

Q: 5) If the weight of block B is 30 lb, determine the maximum weight of block A without upsetting…

A: Given :

Q: (3) We want to determine whether the internal bending moment is zero, positive, or negative at…

Q: Example no. 3 ) <Fx = 0 Ax =D • Given the beam as shown: 50 kN Determine: 20 kNm a.) Reaction at A.…

Q: The volume of water stored in a tank is 4 m3. Calculate the force of water acting on the truss. The…

A: Given: Volume of water = 4 m3 Horizontal load, F2 = 150 N Height, H = 75 m Width, W = 37.5 m The…

Q: Determine the reaction at A,C and D.

A: reaction at A , B and D

Q: CETとからレ LETR sofa/m 2モエ 3EI 3m Solue for all rea efions, in kN. The support Draw the rerctions like…

Q: F9-5. Locate the centroid y of the homogeneous solid formed by revolving the shaded area about the y…

A: Given: Equation of the parabolic shape: z2=14×y We can find the y¯ by computing the centroid of…

Q: 4. Sohe for the Reaction at A and B in he Cartikver Beam Shown KNm 30 KNim 120 KN 1.50 m 4.50 meten

Q: Calculate the member forces of the oaded structure.

A: Solution: Considering the given diagram:

Q: O Determine the support reactions on the beam shown here: 9= 200 16/ft Solution: 1- Support 2- FBD:…

A: Given: Required: Support reaction

Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

*2-16. If the water in the structure in Prob. 2-15 is
displaced with crude oil to the level D at the bottom of the
cone, then how high h will the oil extend above sea level?
Take p, = 900 kg/m', p.- 1020 kg/m'.
A
40 m
1m
5m
1m
E.
10 m
Probs. 2-15/16

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 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

-4 m--4 m→-4 m--4 m→ A B. 6 m E F G H 20 kN 20 kN 20 kN For the truss shown, a. Determine the vertical reaction in kN at the hinge (point D). b. Determine the horizontal reaction in kN at the hinge (point D). с. Determine the vertical reaction in kN at the roller (point H). d. Determine forces in kN of member BD. е. Determine forces in kN of member BF.
The floor of an apartment building shown is subjected to a uniformly distributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9 kPa over its surface area. Determine the service (ASD) reaction (kN) of girder AF that will be transferred to the column at F. Girder Floor beam Column E A B H FH- H L G H M 4 at 7.5 m 30 m D N -Io 2 at 12 m = 24 m
5
P8-1. Determine the friction force at the surface of contact. 500 N 3 W = 200 N plus 0.3 Mk = 0.2 100 N (a) (b) Prob. P8-1 W = 40 N μ = 0.9 Mk = 0.6 P P
The volume of water stored in a tank is 4 m3. Calculate the force of water acting on the truss. The value of horizontal force is 150 N. The height of the truss is 75 m and width is 37.5 m. Calculate the value of Ay, Ax, and Dy.
The uniform A-36 steel bar in Fig. 4-5a has a diameter of 50 mm and is subjected to the loading shown. Determine the displacement at D. and the displacement of point B relative to C. A 2 m. B 80 KN -1 m (a) 40 kN C - -1.5 m- D 70 kN NBC = 50 KN NCD= 70 KN NBC= 30 kN, 80 kN (b) 40 kN 40 KN 70 kN 70 kN 70 kN
7m 2KN 3m 2KN 20KN 1-calculate the reactions 2- plot the normal (N) force diagram 3- plot the shear for digram 4- plot the moment 5- calculate the deflection and plot it
Determine FEMAD of the beam with uniform distributed load of 70 kN/m, 7 meters from the left fixed support then up to 1 meter away from the right fixed support. L = 10 m O 16.67 4 O 74.% Ⓒ614.67