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3. The figure shows the cross section...
The cross section of a concrete dam is shown in the figure below. For a 0.3...
The cross section of a concrete dam is shown in the figure
below. For a 0.3 m wide dam section, determine the result of the
pressure forces exerted by the water on the BC face of the dam. Use
ρ = 10³ kg / m³ for the specific water mass.
= 6,3 m r = 6.3 m Dado: X 4R/3
Question Design the cross section of a gravity dam as shown in the figure below. Assume...
Question Design the cross section of a gravity dam as shown in the figure below. Assume the specific unit weight of the concrete is 24 kN/m² and the friction factor between the dam and the underlying layer is 0.65. Consider only water loads and weight of the dam. Find the normal stress and check against sliding and overturning, assuming full uplift. (8 mark) 10 m 8 44 m 1:10 3:10
THIS ASSIGNMENT CONTRIBUTES TO YOUR COURSE MARK A concrete dam of mass density 2400 kg/m3 with dimensions a 10 m b = 7...
THIS ASSIGNMENT CONTRIBUTES TO YOUR COURSE MARK A concrete dam of mass density 2400 kg/m3 with dimensions a 10 m b = 7 m and c water is 1,000 kg/m3 and the dam is very long out of plane, determine: 7 m is subject to a hydrostatic fluid pressure on its right hand face. If the density of The horizontal and vertical support reactions exerted by the ground on the base AB of the dam. Assuming that the dam rotates...
1. A gravity dam is shown in Figure 1. Assume the coefficient of friction between the...
1. A gravity dam is shown in Figure 1. Assume the coefficient of friction between the dam base and the foundation is 0.75, the specific gravity of concrete is 2.5, and uplift forces exist on the base of the dam. Neglect earthquake and silt (sedimentation) forces and take the unit weight of water as 9.81 kN/m². The freeboard is 3.0 m. Calculate the safety factor against the sliding and overturning. Check whether the dam is safe against sliding and overturning...
THIS ASSIGNMENT CONTRIBUTES TO YOUR COURSE MARK A concrete dam of mass density 2400 kg/m3 with...
THIS ASSIGNMENT CONTRIBUTES TO YOUR COURSE MARK A concrete dam of mass density 2400 kg/m3 with dimensions a 10 m b = 7 m and c water is 1,000 kg/m3 and the dam is very long out of plane, determine: 7 m is subject to a hydrostatic fluid pressure on its right hand face. If the density of The horizontal and vertical support reactions exerted by the ground on the base AB of the dam. Assuming that the dam rotates...
Please be sure that your answer is correct A channel-shaped cross-section is subjected to a vertical...
Please be sure that your answer is correct
A channel-shaped cross-section is subjected to a vertical shear force of 40 kN as shown below. The neutral axis is located 71.5 mm from the bottom of the cross-section. Determine the magnitude of the maximum shear stress in the cross-section Answer: tmax= 10 95 V-40 KN 140m 10 mm 10
the cross-section through a concrete dam is shown in the figure Iielow. Determine t ceéfficient of...
the cross-section through a concrete dam is shown in the figure Iielow. Determine t ceéfficient of hydrailic conductivity of the foundai shown in the figure. The unit weight of water is 9.81 kN/m the puantity of seepage under the le downstream witer level is selected as datun a 1.00m0.80 m Datunm 500 m 5 (s in 20 m 10
Problem 1: A beam with a rectangular cross section is loaded as shown in the figure....
Problem 1: A beam with a rectangular cross section is loaded as shown in the figure. The cross section of the beam is 3 mm wide and 8 mm high. a) Calculate the reaction forces R and R, (5 200 N 500 N pts) b) Using the singularity functions write out A в со the load intensity g(x) and obtain the shear V(x) and Moment M(x) equations by R 1100 N integrating g(x). (5 pts). 10 mm 10 mm 10...
roblem 3 40 points: 1.2 m A X Figure S: It's cross section Figure 4: A thick walled pressure vessel in figure 4 is loaded by an internal pressure Pin. a torque T 10 kN.m rated in figure 5 wit...
roblem 3 40 points: 1.2 m A X Figure S: It's cross section Figure 4: A thick walled pressure vessel in figure 4 is loaded by an internal pressure Pin. a torque T 10 kN.m rated in figure 5 with a 200 mm and b - 400 and a vertical force P50 kN. Its cross section is illust mm. Using the Von Mises in yiel the pressure vessel is made of 3 ses failure criterion in yielding, find the maximum...
Question 3: Two vertical forces are applied to a beam of the cross-section shown with a...
Question 3: Two vertical forces are applied to a beam of the cross-section shown with a uniform thickness of 10 mm. Determine the maximum tensile and compressive stresses at point G located 0.5 m from point A of the beam. Follow the steps below. 60 kN 60 KN Beam Cross-Section 120 mm A Bc 200 mm 1.5m - 1m 1m Step 1-FBD, SFD and BMD diagrams for the beam. Step 2 - Magnitude of moment at point G (located at...
The cross section of a concrete dam is shown in the figure
below. For a 0.3 m wide dam section, determine the result of the
pressure forces exerted by the water on the BC face of the dam. Use
ρ = 10³ kg / m³ for the specific water mass.
= 6,3 m r = 6.3 m Dado: X 4R/3
Question Design the cross section of a gravity dam as shown in the figure below. Assume the specific unit weight of the concrete is 24 kN/m² and the friction factor between the dam and the underlying layer is 0.65. Consider only water loads and weight of the dam. Find the normal stress and check against sliding and overturning, assuming full uplift. (8 mark) 10 m 8 44 m 1:10 3:10
THIS ASSIGNMENT CONTRIBUTES TO YOUR COURSE MARK A concrete dam of mass density 2400 kg/m3 with dimensions a 10 m b = 7 m and c water is 1,000 kg/m3 and the dam is very long out of plane, determine: 7 m is subject to a hydrostatic fluid pressure on its right hand face. If the density of The horizontal and vertical support reactions exerted by the ground on the base AB of the dam. Assuming that the dam rotates...
1. A gravity dam is shown in Figure 1. Assume the coefficient of friction between the dam base and the foundation is 0.75, the specific gravity of concrete is 2.5, and uplift forces exist on the base of the dam. Neglect earthquake and silt (sedimentation) forces and take the unit weight of water as 9.81 kN/m². The freeboard is 3.0 m. Calculate the safety factor against the sliding and overturning. Check whether the dam is safe against sliding and overturning...
THIS ASSIGNMENT CONTRIBUTES TO YOUR COURSE MARK A concrete dam of mass density 2400 kg/m3 with dimensions a 10 m b = 7 m and c water is 1,000 kg/m3 and the dam is very long out of plane, determine: 7 m is subject to a hydrostatic fluid pressure on its right hand face. If the density of The horizontal and vertical support reactions exerted by the ground on the base AB of the dam. Assuming that the dam rotates...
Please be sure that your answer is correct
A channel-shaped cross-section is subjected to a vertical shear force of 40 kN as shown below. The neutral axis is located 71.5 mm from the bottom of the cross-section. Determine the magnitude of the maximum shear stress in the cross-section Answer: tmax= 10 95 V-40 KN 140m 10 mm 10
the cross-section through a concrete dam is shown in the figure Iielow. Determine t ceéfficient of hydrailic conductivity of the foundai shown in the figure. The unit weight of water is 9.81 kN/m the puantity of seepage under the le downstream witer level is selected as datun a 1.00m0.80 m Datunm 500 m 5 (s in 20 m 10
Problem 1: A beam with a rectangular cross section is loaded as shown in the figure. The cross section of the beam is 3 mm wide and 8 mm high. a) Calculate the reaction forces R and R, (5 200 N 500 N pts) b) Using the singularity functions write out A в со the load intensity g(x) and obtain the shear V(x) and Moment M(x) equations by R 1100 N integrating g(x). (5 pts). 10 mm 10 mm 10...
roblem 3 40 points: 1.2 m A X Figure S: It's cross section Figure 4: A thick walled pressure vessel in figure 4 is loaded by an internal pressure Pin. a torque T 10 kN.m rated in figure 5 with a 200 mm and b - 400 and a vertical force P50 kN. Its cross section is illust mm. Using the Von Mises in yiel the pressure vessel is made of 3 ses failure criterion in yielding, find the maximum...
Question 3: Two vertical forces are applied to a beam of the cross-section shown with a uniform thickness of 10 mm. Determine the maximum tensile and compressive stresses at point G located 0.5 m from point A of the beam. Follow the steps below. 60 kN 60 KN Beam Cross-Section 120 mm A Bc 200 mm 1.5m - 1m 1m Step 1-FBD, SFD and BMD diagrams for the beam. Step 2 - Magnitude of moment at point G (located at...
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