Answered: 1.8 m 1.6 m 0.8 m T. Stop

Engineering

Civil Engineering

1.8 m 1.6 m 0.8 m T. Stop

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter7: Length And Length-related Variables In Engineering

Section: Chapter Questions

Problem 42P

See similar textbooks

Related questions

Q: H.W.23/ The figure below shows a water-retaining gate with a curved portion. When the water level…

Q: Find the required force per unit width of the dam that the latch must supply to keep the gate closed…

Q: A vertical rectangular gate 2 m wide and 1.2 m high has water on one side with surface 3 m above its…

A: Given Data:width = 2mheight=1.2m Required- To determine the magnitude of the total hydrostatic force…

Q: W-S. 45

Q: a rectangular gate of width "a", length "b" and inclined at an angle "A", with water on one side is…

A: a) location of centre of gate from water surface along plane of gate from water surface =xy'+b2…

Q: a. Determine the horizontal component, vertical component, and the resultant of the hydrostatic…

Q: Q3) An inclined, rectangular gate (dimensions L is 5 ft and D is 4 ft) with water on one side, as…

A: Question is based on the rectangular gate . Dimension of gate and height. are given in the question…

Q: Determine the force P necessary to just start opening the 2 m wide gate.

A: Given: The width of the gate is 2 m. Consider the figure,

Q: 3. Calculate the resultant of the hydrostatic forces on the gate as shown below. What vertical force…

Q: resultant force F due to 4 m 3 m water acting on the 3 m by 6 m rectangular area 6 m AB shown. 6. B…

Q: Evaluate the total force on the gate (unit width) and its direction. (specific weights of Water:…

A: Given data Equation of curve Specific weight Width Depth of water

Q: Compute/Derived the following: a. wall shear b. wall moment c. Reaction d. Deflection at midspan…

A: "Since you have posted a question with multiple subparts , we will solve first three for you. To get…

Q: A square gate shown is 6-ft on all sides is hinged at the top of the gate, and is restraine by the…

A: INTRODUCTION: This is a hydrostatic force acting on a inclined plate type question. we have to know…

Q: For the quarter circle gate BC with a hinge at C, the force P =.. . kN to hold the gate stationary…

Q: A square gate (4m x 4m) is located on the 45° face of a structure. The top edge of the gate lies 8 m…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: 1. Calculate the force P on the gate to hold the gate in a closed position. The gate is 2.0m wide.…

Q: A semicircular gate having a radius of 1.2 m and weighing 12 kN can swing about its diameter which…

A: Answer: Minimum force required to keep the gate closed , Fm =46.1867 KN

Q: The crest gate shown consists of a cylindrical surface which AB is the base, supported by a…

Q: A gate 5-m wide is hinged at point B and rests against a smooth wall at point A. A Seawater: 64 N/m3…

Q: Problem 4 Consider the gate in Fig. 2.8 to be a quarter cirele of radiu 80 cm with the hinge 8 m…

A: Radius = 80cm = .8m Height = 8m Width of gate = 1m Density of water = ρw = 100kgm3

Q: Gate AB is 8m wide. Compute the vertical component of the total hydrostatic force acting on gate AB.…

Q: 5. A tank contains a gate 2 m tall and 5 m wide as shown. The tank is filled with water to a depth…

Q: PROBLEM 2: The 280-kg, 6m-wide rectangular gate shown is hinged at B and leans against the floor at…

Q: Calculate the resultant of the hydrostatic forces on the gate as shown below. What vertical force P…

Q: water A rectangular gate of dimension I m by 4 m is held in place by a stop block at B. This block…

Q: Q: A quarter circle gate AB of 2m radius and 1 m wide, hinge at B, find the horizontal force F…

A: Draw the free body diagram. Taking moment about hinge, ∑MB=0F2=FH2F=FH

Q: hinge 1.2m water 2.4m В 1.8m N A rectangular gate AB shown is hinged at "A" and rests on a smooth…

Q: Q: A quarter circle gate AB of 1.5 m radius and 3 m wide, hinge at B, find the vertical force F…

A: horizontal pressure forceFx=wAxdistance of c.g. of the centroid of the gate from the free…

Q: Compute/Derived the following: a. wall shear b. wall moment c. Reaction

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

Q: The length of submerged gate AB is 7 m. Determine the amount of horizontal and vertical components…

A: Solution; Given data; γw=9.81 KN/m2Length of the gate=7 m

Q: 23. Live loads and dead loads act in a horizontal direction. a) False b) True

A: Statement: Live loads and dead loads act in a horizontal direction. To calculate: above statement is…

Q: 2. A 3.7-m high by 1.5-m wide rectangular gate AB is vertical and is hinged at a point 150 mm below…

Q: Q3) Circular-arc Tainter gate ABC pivots about point O. For the position shown, determine (a) the…

Q: Q:- A quarter circle gate AB of 1.5 m radius and 2 m wide, hinge at B, find the horizontal force F…

Q: A rectangular gate of width "a", length "b" and inclined at an angle "A", with water on one side is…

A: a=3mb=2mz=1.5m∠ A=65°Total pressureP=wAxwhere weight of waterw=9.81KN/m3area of the…

Q: 1. From the figure shown. Hinge 6'- PA 1/3(6)=2 6' B Py A. Compute the horizontal component of the…

Q: 3.89 Determine the hydrostatic force acting on the radial gate if the gate is 40 ft long (normal to…

A: The length of the gate(L)= 40 ft, The radius of the gare(r)= 50 ft. Hydrostatic force: It is defined…

Q: # 3] In the figure shown, stop B will break if the force on it reaches 50 kN. Find the critical…

A: Critical water depth: Critical depth is defined as the depth of flow of liquid where the specific…

Q: H.W.23/ The figure below shows a water-retaining gate with a curved portion. When the water level…

Q: Determine the active force per unit length of the wall y = 16 kN/m ' = 30 c' = 0 3 m Groundwater…

Q: 2.5m hinge water A vertical gate, 1.5m in diameter, hinged at the upper edge, is kept closed by the…

Q: The three forces shown are equivalent to a 50-kN upward force at A and a 200-kN.m counterclockwise…

Q: A semi-circular gate is submerged under water as shown. The base of the gate is pin supported and…

Q: Determine the VERTICAL of the hydrostatic force (in kN) acting on the gate. Indicate the direction…

A: The problem is of finding hydrostatic forces on submerged surfaces. (a) The magnitude of forces. The…

Q: 2 ft В seawater (SG = 1.03) 10 ft P 45° A

A: Weight of gate, W =600lbWidth of gate, B =20ftConsider unit depth of gate .Angle of gate with…

Q: A square gate (4m x 4m) is located on the 45° face of a structure. The top edge of the gate lies 8 m…

Q: Evaluate the total force on the gate (unit width) and its direction. (specific weights of Water:…

Q: Problem 2: Determine the magnitude of the resultant force per meter length due to water acting on…

Q: PROBLEM 2: The 280-kg, óm-wide rectangular gate shown is hinged at B and leans against the floor at…

A: Weight of gate, W =600lbWidth of gate, B =20ftAngle of gate with horizontal, θ =45°Specific gravity…

Q: *** The unit of the water height needs to be meter. The width of the rectangular gate of AB (Figure…

A: Weight of gate (W) = 1810 kN = 1810000 NWidth of gate (b) = 4 m

Concept explainers

Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.

Question

100%

Find "h" when the force is against the "stop" is a maximum.

T=35.16

Gate width=1.2m

Complete Solution

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

Hydrostatic pressure

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

Answer P02 given P01
1.Calculate the magnitude Vp of the componentvp
2. h, = 2.399 m, h, = -1.556 m, hz = -1.528 m, h4 = 1.542 m, HA = 136.126 m, H = 137.038 m. Point Distance /km 1, /m v, /mmh, ' /m H, /m A 1.0 2.399 136.126 1 1.5 |-1.556 1.8 -1.528 1.2 1.542 B 137.038 S β-Σh-(Η, -Η) - S - 240/ī - 2.
Question 11 of 15 < -15 : View Policies Current Attempt in Progress The two structural members, one of which is in tension and the other in compression, exert the indicated forces on joint O. Determine the magnitude of the resultant R of the two forces and the angle which R makes with the positive x-axis. The angle is measured counterclockwise from the positive x-axis. 3.1 kN 2.1 KN 0 4) ENG 29°C Mostly cloudy 39° Type here to search 1080 141/141 www.ww 44 441 0 60° بال C O |||
The accompanying schematic arrangement of line portray a differential level route. Th values indicated represent back-sight and foresight readings taken at different points as labelled. Prepare the complete differential level notes for the information shown and the customary arithmetic check. STA. BS HI FS ELEV. BM1 2.35 356.65 TP1 1.37 3.28 TP2 3.08 2.04 ТРЗ 1.54 3.61 ТР4 0.85 3.69 BM2 3.07 Arithmetic Check: Elevation BM1+(SUMMATION OF BS) -(SUMMATION OF FS) =BM2 A. Height of the instrument at TP4. B. Elevation of TP4. C. Difference in elevation of TP1 and TP4.
Trial Line Length (m) Difference Mean Relative Precision 1 АВ 258.50 2 ВА 258.85
Reduce the following set of differential leveling notes and perform the arithmetic check. Station BM 130 TP 1 TP 2 TP 3 BM K110 TP 4 BM 132 BS (m) 0.702 0.970 0.559 1.744 1.973 1.927 HI (m) FS (m) 1.111 0.679 2.780 1.668 1.788 0.888 Elevation (m) 168.657
Reduce the following set of differential leveling notes and perform the arithmetic check. Station BM 130 TP 1 TP 2 TP 3 BM K110 TP 4 BM 132 BS (m) 0.702 0.970 0.559 1.744 1.973 1.927 HI (m) FS (m) 1.111 0.679 2.780 1.668 1.788 0.888 Elevation (m) 168.657 1. Determine the order of accuracy. 2. Adjust the elevation of BM K110. The length of the evel run was 780 m, with setups equally spaced. The elevation of BM 132 is known to be 167.629 m.
Q4- Solve the following system of ODE dx dt 16. = y + 1 aux > dy dt = x + 1 85
• Numerical problems 3: Ql//calculate the horizontal length of the line measured as follows: Difference in level between end of bay (m) Inclined Вay length(m) 1. 29.634 1.78 2 29.443 0.98. 29.556 0.54 Q2//calculate the H.D of (AB, BC, AC) then calculate the area of ABC. AHAB-10m Ah Ac = 10 95m 75m CL 80m R.L=25 Q3//calculate H.D for fig. 20 120m 6% (s = 200m) 150m A 20 D
The simply supported beam loaded as shown in Figure 2 is made of W18 x 97. The uniform load that it carries is 50 percent dead load and 50 percent live load, while the concentrated loads is 60 percent dead load and 40 percent live load The beam is laterally supported at the ends and at the 3rd points where the concentrated loads are located. Verify the flexural adequacy of the beam to carry the loads. The shape is A992 steel (Fy = 345 MPa). E = 200000 MPa.
F 20.555 -32.372 G A -30.960 A 53.696 9.641 D. -6.623 E.