Answer the following:a. hydrostatic force acting on a wallb. weight of dam if the unit weight of concrete is 23.54 kn/cumc. overturning momentd. location of the resultant measured from the toe of the dam ogleYouTube CE NOTESA right triangular concrete dam having a base a width of 14.8 m has aheight of 23.2m. The depth of water on the vertical side of the dam is20.4 m. Assume no hydrostatic uplift.1 ptsQuestion 46

Width of the dam = 14.8 mHeight of the dam = 23.2 mDepth of the water = 20.4 mGiven no hydrostatic…

Answer the following: a. hydrostatic force acting on a wall b. weight of dam if the unit weight of concrete is 23.54 kn/cum c. overturning moment d. location of the resultant measured from the toe of the dam

Answer the following: a. hydrostatic force acting on a wall b. weight of dam if the unit weight of concrete is 23.54 kn/cum c. overturning moment d. location of the resultant measured from the toe of the dam

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: . A concrete dam retaining water is show in the figure. If the specific weight of concrete is 23.5…

A: Given above figure with specific weight of concrete = 23.5 kN/m3

Q: The sate allowable stress on the foundation of a gravity dam is 8 N/mm2. If the specific gravity of…

A: Given - The safe allowable stress, f = 8 N/mm2 = 8×106 N/m2 ∴f = 8×103 kN/m2 Specific…

Q: find the hydrostatic force acting on the 1 m wide cover ABC R=1.1 H=4.2 h2=2.5

A: Width = 1m R = 1.1 m h2 = 2.5 m H = 4.2 m Find the hydrostatic force acting on the 1 m wide cover…

Q: Part A Replace the loading by an equivalent resultant force and couple moment acting at point O.…

Q: 1.Calculate the support pressure RA=? „I1.4, ro=1.6. F=140KN ( Live Load ) q=20KN/m ( Dead load ) 6m…

A: Given data:

Q: mpute the maximum deflection if E = 8.47 x 10 3MPa (for guijo, stress grade 80 NSCP, 2015). Neglect…

Q: A building floor plan having two reinforced concrete slabs of 200 mm thick and density of 24 kN/m3…

A: According to the Indian standard code IS 875–1987 and American Standard Code ASCE 7: Minimum Design…

Q: solve in peaper

A: Resultant hydrostatic force Fw due to waterWater pressure at the base of the dam (Pw) = 0.5 * γw *…

Q: A short hollow cast iron column of external diameter 30 cm and internal diameter 28 cm is filled…

Q: A cylindrical tank 9 m. high is filled with 2/3 full of water. The tank is reinforced with two hoops…

A: Two hoops positioned 1.2 metres from each end serve as reinforcement for a cylindrical tank with a…

Q: Find the maximum intensity of pressure? 3. What is the factor of safety against overturning?

A: Draw the figure a.) The expression for force in horizontal direction is given as FH=12×γW×H2…

Q: 1- For the element shown below, determine the following: a. Maximum and minimum principal stresses…

Q: Current Attempt in Progress An L = 26-ft-long soldier beam is used as a key component of an earth…

A: Given data in question UVL Point load Span member length Value of EI To find out Horizontal…

Q: A rectangular concrete beam 254 mm wide and 393 mm deep is simply supported over a span of 9.60 m.…

A: To find mid span deflection

Q: Question 5 of 5 View Policies Current Attempt in Progress Construct the shear-force diagram and…

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x106/°C, AT=…

Q: Calculate the axial normal stresses in section 1 and 2. A (1) 30 kN (2) 10 kN = 20 mm d, = 15 mm %3D

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm', E1 = 70 GPa, al= 22x10*/C, AT=…

Q: rtical pole has an out inside diameter of 250 mm. The pole is subjected to a waries uniformly from…

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm", E1 = 70 GPa, al= 22x10 /C, AT=…

Q: Please solve using paper:Problem 8. If w0 = 15 kN/m and L = 12 m, determine the resultant of the…

A: Rx=Area of the triangleRy=Area of the triangle = Moment due to Ry=Ry×Distance from O=45×12=540…

Q: The wall shown is part of a structure and has an average unit weight of 50 psf, find the maximum…

A: Given: Unit weight of wall = 50 psf Width of wall = 10 ft Height of wall = 25 ft Factor of safety =…

Q: "A simply supported unreinforced concrete test beam spanning 1.8 m shown in the Figure below. The…

A: Given data in question Load 4 kN Span 1.8 m Cross section100×150 mm To find out Maximum bending…

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm? , E1 = 70 GPa , a1= 22x10*/°C,…

A: ko

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 70 GPa, a1= 22x106/°C, %3D…

Q: foundation soil is 0.45.

A: Given:- Specific weight of concrete = 150 lb/ft3Coefficient of friction between base and foundation…

Q: The given concrete gravity dam resting on an impermeable foundation has a bottom width of 33 m and a…

A: Bottom width=33m Total height of dam=75m Specific weight of water=1 T/m3 Specific gravity of…

Q: helical spring composed of 20 turns is fabricated by wrapping wire 20 mm in diameter around a…

Q: 12 m A. 1.22 4m 1m 5m A. 2.56 9m 4m A. 154.52 kPa 2 m 8m 3m C. 2.31 7.) A concrete dam retaining…

Q: Question 1 A concrete slab has a dead load of 6 kPa and live load 5 kPa, and has support columns…

A: Solution: Given: DL = 5 kN/m2 LL = 6 kN/m2 span = 3 m

Q: Current Attempt in Progress Construct the shear-force diagram and identify the largest negative…

Q: Determine the frictional force created between the 490.50N wOoden box and the ground if P = 0.200…

Q: Please solve using paper Problem 8. If w0 = 15 kN/m and L = 12 m, determine the resultant of the…

A: The resultant of the line loads can be calculated using the formula for the resultant of a uniformly…

Q: b)- Calculate the base pressure at the points indicated below the mat foundation shown. Total…

A: As a simple load is pointe on x-x axis, and it have Mx=0 but it does has an eccentricity e=0.75 m…

Q: a load rater for Oregon DOT. A plan sheet for a prestressed concrete bridge constructed in the…

A: Given:- jacking force=18.9 kips ultimate capacity =250ksi fpj=0.70fpu To find:- Area nominal…

Q: 5. Bridge piers belong to which part of a bridge? ( ) A. Bridge superstructure B. Bridge…

A: "Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: 4 m wide at the top, 10 m at the bottom, and 20 m high has water 15 m deep on its cal side. What is…

Q: Water is acting on the vertical side of a trapezoidal masonry dam 2m. wide at the top, 15 m. wide at…

Question

ogle
YouTube CE NOTES
A right triangular concrete dam having a base a width of 14.8 m has a
height of 23.2m. The depth of water on the vertical side of the dam is
20.4 m. Assume no hydrostatic uplift.
1 pts
Question 46

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: Given data:

VIEW

Step 2: Step 2

VIEW

Step 3: 1. Hydrostatic force acting on a wall

VIEW

Step 4: Calculations:

VIEW

Step 5: Location of resultant:

VIEW

Solution

VIEW

Step by step

Solved in 6 steps with 6 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

A floor of a heavy storage warehouse building is made of 150-mm thick stone concrete. The floor slab is 4.5 m in length by 3m wide. Determine the service dead load and liv
QUESTION 5 The column is constructed from concrete and six A- 36 steel (E is 200 GPa) reinforcing rebars. If it is subjected to a compression force of 150 kN. Determine the average normal stress in the concrete and in each rebar. Each rebar has a diameter of 20 mm. 100 mm 150 kN 1.2 m
Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x106/°C, AT= -30 °C, ɛ = 1150 x 10 mm/mm, h 3.75 m, a = 1.75 m, b= 1.25 m h P (1) B a b
A concrete square footing 1.5 m x 1.5 m has a total depth of 500 mm. It supports a rectangular column 300 mm x 400 mm. If the allowable normal stress of concrete is 4 MPa. What is the maximum axial load (in kN) the column can carry? Do not include units in final answer. Answer in 3 decimal places. A concrete square footing 1.5 m x 1.5 m has a total depth of 425 mm. It supports a rectangular column 300 mm x 280 mm. If the punching shear strength of concrete is 2.2 MPa. What is the maximum axial load (in kN) the column can carry? Do not include units in final answer. Answer in 3 decimal places.
17. A cast-iron pipe of 750 mm diameter is used to carry water under a head of 60 m. What is the approximate thickness of the pipe if permissible stress is to be 20 MPa? (Take specific weight of water as 9.81 kN/m³) (a) 22 mm (c) 11 mm (b) 14 mm (d) 7 mm
Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x10/°C, AT= -20 °C , E = 1150 x 106 mm/mm, h = 3.75 m, a = 1.75 m, b = 1.25 m (1) B b
Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x106/°C, AT= -30 °C , 8 = 1150 x 106 mm/mm, h 3.75 m, a = 1.75 m , b = 1.25 m (1) А B a b
Please answer asap with clear and easy to follow solutions Include fbd.thank you
COMPLETE THE TABLE AND PROVIDE FBD. SHOW CLEAR AND COMPLETE SOLUTION
Solve this.
A concrete dam retaining 6 m of water is shown in the figure. The unit weight of the concrete is 23.5 kN/m3. The foundation soil is impermeable. Determine (a) the factor of safety against sliding, (b) the factor of safety against overturning, and (c) the pressure intensity on the base of the dam. The coefficient of friction between the base of the dam and the foundation soil is 0.48.
A rectangular reinforced concrete beam with width of 250mm and effective depth of 500mm Is subjected to 150kNm. The beam is reinforced with 4 – 25mm bars. Use n = 9 Kindly answer all of the said questions, thank you!