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Section II. Two bars are hinged at point A. A horizontal force is exerted at point...
and the force in All the bars (3p cach).Indicate if the force is in Tension or...
and the force in All the bars (3p cach).Indicate if the force is in Tension or Compression (Ip each)(24 pts) 90KN 90KN D 60KN BAR Force(kN) T/C 7 m AB 7 m AC BC 28 c. A, IA As Ay C, AD A, 10 A, C, |--4m Elevation 4m BD CD 4m 60KN D 3 m I А. A. Plan
Q-l.a As a fresh graduate, you have to design a vertical support assembly consisting of two bars ...
Q-l.a As a fresh graduate, you have to design a vertical support assembly consisting of two bars AB and BC welded together at B. The bar has a fixed support at the top point A. The end C is acted upon by a vertically upward force of 30 kN and the joint B is acted upon by two vertically upward forces of 15 kN each. The weight of the bar AB is 60 kN and its failure stress is 50...
what is the vertical and horizontal reaction force at point B and the force found on...
what is the vertical and horizontal reaction force at point B and
the force found on cable AC?
A member (AB) having a uniform distributed weight of 392.4 N/m is supported by a cable (AC) as shown. The member supports a block having a weight of 4905. Find the tension force in the cable and the horizontal and vertical reaction forces at the pin-connection at B. Neglect the weight of the cable. 7m 5m 12m W - 4905N OCO DHI...
1. A gate, shown in Fig. Q1, is 1.5 m wide, is hinged at point A...
1. A gate, shown in Fig. Q1, is 1.5 m wide, is hinged at point A and rests against a wall at point B. The fluid is water and the free surface is open to the atmosphere. Calculate (G) the force on the gate due to pressure exerted by the water, and (ii) by taking moments about point A, the horizontal force exerted by the wall at point B. (10 marks) (15 marks) Pa I water 4.5 m 1.8 m...
Q2. (20 points) The gate shown below is 5 ft wide. It is hinged at point...
Q2. (20 points) The gate shown below is 5 ft wide. It is hinged at point B and it rests against a smooth wall at A. The gate is rectangular. There is seawater acting on the gate with specific weight Yseawater = 64 lb/ft i. Draw a diagram for this question and show all forces acting on the gate with their locations ii. Find the force acting on the gate iii. Find the location of this force h iv. Find...
The rectangle gate AB in Figure 1 is 1.5 m wide, is hinged at point B,...
The rectangle gate AB in Figure 1 is 1.5 m wide, is hinged at point B, and rest against a smooth wall at point A. Compute: (a) the pressure due to seawater at point A, (3 Marks) (b) the force on the gate due to seawater pressure, (5 Marks) C) the horizontal force P exerted by the wall at point A, and (7 Marks) (d) the reaction at the hinge B (5 Marks) Wall Seawater: 10,000 N/m 4.5 m А...
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Comput...
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Compute the location of the hydrostaic foroe acting from the center of the gate c. Compute the horizontal force P required at point B for an equilbrium neglect the weight of the gate (082) 3m9 60
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Compute the...
what is the magnitude fad of the downward force on section a?
To understand the concept of tension and the relationship
between tension and force. This problem introduces the concept of
tension. The example is a rope, oriented vertically, that is being
pulled from both ends. (Figure 1) Let Fu and Fd (with u for up and
d for down) represent the magnitude of the forces acting on the top
and bottom of the rope, respectively. Assume that the rope is
massless, so that its weight is negligible compared with the
tension....
Three bars are connected with frictionless pins to form the frame shown. The frame is loaded...
Three bars are connected with frictionless pins to form the frame shown. The frame is loaded with a force of P-720 lb. The dimensions on te figure are a 5ft b-6.6ft, c-6.6ft d-5ft and e-12 ft. Determine the magnitude of (a) The resultant force in pin B (b) The horizontal and vertical components of force in pin D (c) The horizontal and vertical components of force in pin C (d) The horizontal and vertical components of force in pin A...
Please help with the question! Problem 5 (25pts): Two slender bars AB and BC with lengths...
Please help with the question!
Problem 5 (25pts): Two slender bars AB and BC with lengths L and 2L are configured as shown. The have mass m and 2m, respectively. When released from rest (dashed line), the bars collapse and move as indicated while point C is constrained to be in constant contact with the wall during the fall. Find the angular velocity of rod BC when it becomes horizontal as shown in the figure. Assume the system is frictionless....
and the force in All the bars (3p cach).Indicate if the force is in Tension or Compression (Ip each)(24 pts) 90KN 90KN D 60KN BAR Force(kN) T/C 7 m AB 7 m AC BC 28 c. A, IA As Ay C, AD A, 10 A, C, |--4m Elevation 4m BD CD 4m 60KN D 3 m I А. A. Plan
Q-l.a As a fresh graduate, you have to design a vertical support assembly consisting of two bars AB and BC welded together at B. The bar has a fixed support at the top point A. The end C is acted upon by a vertically upward force of 30 kN and the joint B is acted upon by two vertically upward forces of 15 kN each. The weight of the bar AB is 60 kN and its failure stress is 50...
what is the vertical and horizontal reaction force at point B and
the force found on cable AC?
A member (AB) having a uniform distributed weight of 392.4 N/m is supported by a cable (AC) as shown. The member supports a block having a weight of 4905. Find the tension force in the cable and the horizontal and vertical reaction forces at the pin-connection at B. Neglect the weight of the cable. 7m 5m 12m W - 4905N OCO DHI...
1. A gate, shown in Fig. Q1, is 1.5 m wide, is hinged at point A and rests against a wall at point B. The fluid is water and the free surface is open to the atmosphere. Calculate (G) the force on the gate due to pressure exerted by the water, and (ii) by taking moments about point A, the horizontal force exerted by the wall at point B. (10 marks) (15 marks) Pa I water 4.5 m 1.8 m...
Q2. (20 points) The gate shown below is 5 ft wide. It is hinged at point B and it rests against a smooth wall at A. The gate is rectangular. There is seawater acting on the gate with specific weight Yseawater = 64 lb/ft i. Draw a diagram for this question and show all forces acting on the gate with their locations ii. Find the force acting on the gate iii. Find the location of this force h iv. Find...
The rectangle gate AB in Figure 1 is 1.5 m wide, is hinged at point B, and rest against a smooth wall at point A. Compute: (a) the pressure due to seawater at point A, (3 Marks) (b) the force on the gate due to seawater pressure, (5 Marks) C) the horizontal force P exerted by the wall at point A, and (7 Marks) (d) the reaction at the hinge B (5 Marks) Wall Seawater: 10,000 N/m 4.5 m А...
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Compute the location of the hydrostaic foroe acting from the center of the gate c. Compute the horizontal force P required at point B for an equilbrium neglect the weight of the gate (082) 3m9 60
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Compute the...
To understand the concept of tension and the relationship
between tension and force. This problem introduces the concept of
tension. The example is a rope, oriented vertically, that is being
pulled from both ends. (Figure 1) Let Fu and Fd (with u for up and
d for down) represent the magnitude of the forces acting on the top
and bottom of the rope, respectively. Assume that the rope is
massless, so that its weight is negligible compared with the
tension....
Three bars are connected with frictionless pins to form the frame shown. The frame is loaded with a force of P-720 lb. The dimensions on te figure are a 5ft b-6.6ft, c-6.6ft d-5ft and e-12 ft. Determine the magnitude of (a) The resultant force in pin B (b) The horizontal and vertical components of force in pin D (c) The horizontal and vertical components of force in pin C (d) The horizontal and vertical components of force in pin A...
Please help with the question!
Problem 5 (25pts): Two slender bars AB and BC with lengths L and 2L are configured as shown. The have mass m and 2m, respectively. When released from rest (dashed line), the bars collapse and move as indicated while point C is constrained to be in constant contact with the wall during the fall. Find the angular velocity of rod BC when it becomes horizontal as shown in the figure. Assume the system is frictionless....
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