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Question 1 1 pts To Using the equations of equilibrium on the entire frame, determine the...
Question 9 1 pts w = 400 tu, - 700 #/FT 20 With the entire frame,...
Question 9 1 pts w = 400 tu, - 700 #/FT 20 With the entire frame, and the equivalent concentrated loads on member BD used in Questions 7 & 8. use sum of moments at point A = 0 to determine the vertical reaction at E. Then, by drawing a free body diagram of member CE and applying the equations of equilibrium (method of members), determine the horizontal force at point D. Dx = (Hint: The force Dy determined in...
Question 1 2 pts 80# 70# O-250 180# An eyebolt is in equilibrium at point A,...
Question 1 2 pts 80# 70# O-250 180# An eyebolt is in equilibrium at point A, under the three applied forces (50 lbs, 150 lbs, and P) and the reaction (160 lbs). Determine the magnitude and direction of applied force P. OP=49 lbs at 157 degrees from horizontal P = 40 lbs at 12 degrees from horizontal O P = 50 lbs at 10 degrees from horizontal OP= 110 lbs at 18 degrees from horizontal
Determine the reaction forces at A and B 50 N 50 N 2n 80 N 160 N 240 N 15 N 30 N 60 N We have studied static equilibrium of forces acting at a common point, and static equilibrium of forces not...
Determine the reaction forces at A and B 50 N 50 N 2n 80 N 160 N 240 N 15 N 30 N 60 N We have studied static equilibrium of forces acting at a common point, and static equilibrium of forces not acting at a common point but involving moments. Now, we will study static equilibrium of entire objects, with the underlying assumption that the objects cannot move nor change shape. These objects are called rigid bodies. We will...
help help help help NAME HW 4 EQUILIBRIUM (Chapter 6) A 25 ft long overhang (cantilever)...
help help help help
NAME HW 4 EQUILIBRIUM (Chapter 6) A 25 ft long overhang (cantilever) beam has a support of the left end (reaction RI) and a support 5 ft from the right end (reaction R2). There is a 5 kip point load midway between R1 and R2, and a 3 kip point load at the end of the overhang on the right side. 1) Clearly and neatly draw the free-body diagram, including all dimensions and all forces, all...
To analyze a rod assembly in three-dimensional space and determine the support reactions by using the equations of e...
To analyze a rod assembly in three-dimensional space and
determine the support reactions by using the equations of
equilibrium for a rigid body.
The rod assembly shown has smooth journal bearings at A, B, and
C. The forces F1=500N,F2=420N,
F3=410N , and F4=950N are applied as shown in the
figure. The geometry of the rod assembly is given as
a=0.800m,b=0.650m, and c=0.700m .
Neglect the weight of the rod. The journal bearing supports the rod
in such a manner that...
DO NOT USE LAMI’S THEOREM TO SOLVE! please use basic equilibrium equations 2. (10 pts) Determine...
DO NOT USE LAMI’S THEOREM TO SOLVE!
please use basic equilibrium equations
2. (10 pts) Determine the largest values for the weights Wi, and W2, and the stretch of the spring. The Cords AB and BC have a maximum strength of 300 lbs. 4° B 5 K-40 lb /ft 0 300 W2
QUESTION 1 In the frame shown below dimension His 7m, y is 3m, L is 7m,...
QUESTION 1 In the frame shown below dimension His 7m, y is 3m, L is 7m, x is 4m, I is 4m, h is 3m. External loads are: the horizontal point load P of 2kN is applied at B, the clockwise moment M of 5kNm is applied at D, the vertical uniformly distributed load w of 1kN/m is applied on bar FJ. Calculate reactions of supports. Note that this frame has two internal pins; at Cand at F. What is...
at must be the equilibrium concentration of Question 1 (5 pts). A. If the equilibrium concentration...
at must be the equilibrium concentration of Question 1 (5 pts). A. If the equilibrium concentration of Ce is 0.00010 M, what must be the oqu Cod in the solution? K (Ce (CO)) -59% 10%. (Answer: 3.9 x 10M] B. If the concentration of Ca?" of the solution in 1A is in will some CaCO, begin to precipitate? K (Caco) -1.3 x 10". (Hint: What is the the association of Caland Co, at these concentrations and how does that compare...
Question 1 of 3 Question 1 2.5 points Save Answer Determine the mass moment of inertia...
Question 1 of 3 Question 1 2.5 points Save Answer Determine the mass moment of inertia of the pendulum about an axis perpendicular to the page and passing through point O The slender rod has a massi of 10 kg and the sphere has a mass of 30 kg kg m2 (A 0.675 B. 9.195 C. 9.870 D. 7.971) the mass moment of inertia, lo (Choose the correct answer. If the correct answer is B. 490.5 type B or b...
What is the reaction Ax to the nearest 0.01 kN for the following frame? El are...
What is the reaction Ax to the nearest 0.01 kN for the following frame? El are constant and the same for all members. Consider only bending energy. W = 67 kN/m w -5 m-+ 10 m ---5 m 5 m А B 422 CHAPTER 10 ANALYSIS OF STATICALLY INDETERMINATE STRUCTURES BY THE FORCE METHOD 10.5 Force Method of Analysis: Frames The force method is very useful for solving problems involving statically indeterminate frames that have a single story and unusual...
Question 9 1 pts w = 400 tu, - 700 #/FT 20 With the entire frame, and the equivalent concentrated loads on member BD used in Questions 7 & 8. use sum of moments at point A = 0 to determine the vertical reaction at E. Then, by drawing a free body diagram of member CE and applying the equations of equilibrium (method of members), determine the horizontal force at point D. Dx = (Hint: The force Dy determined in...
Question 1 2 pts 80# 70# O-250 180# An eyebolt is in equilibrium at point A, under the three applied forces (50 lbs, 150 lbs, and P) and the reaction (160 lbs). Determine the magnitude and direction of applied force P. OP=49 lbs at 157 degrees from horizontal P = 40 lbs at 12 degrees from horizontal O P = 50 lbs at 10 degrees from horizontal OP= 110 lbs at 18 degrees from horizontal
Determine the reaction forces at A and B 50 N 50 N 2n 80 N 160 N 240 N 15 N 30 N 60 N We have studied static equilibrium of forces acting at a common point, and static equilibrium of forces not acting at a common point but involving moments. Now, we will study static equilibrium of entire objects, with the underlying assumption that the objects cannot move nor change shape. These objects are called rigid bodies. We will...
help help help help
NAME HW 4 EQUILIBRIUM (Chapter 6) A 25 ft long overhang (cantilever) beam has a support of the left end (reaction RI) and a support 5 ft from the right end (reaction R2). There is a 5 kip point load midway between R1 and R2, and a 3 kip point load at the end of the overhang on the right side. 1) Clearly and neatly draw the free-body diagram, including all dimensions and all forces, all...
To analyze a rod assembly in three-dimensional space and
determine the support reactions by using the equations of
equilibrium for a rigid body.
The rod assembly shown has smooth journal bearings at A, B, and
C. The forces F1=500N,F2=420N,
F3=410N , and F4=950N are applied as shown in the
figure. The geometry of the rod assembly is given as
a=0.800m,b=0.650m, and c=0.700m .
Neglect the weight of the rod. The journal bearing supports the rod
in such a manner that...
DO NOT USE LAMI’S THEOREM TO SOLVE!
please use basic equilibrium equations
2. (10 pts) Determine the largest values for the weights Wi, and W2, and the stretch of the spring. The Cords AB and BC have a maximum strength of 300 lbs. 4° B 5 K-40 lb /ft 0 300 W2
QUESTION 1 In the frame shown below dimension His 7m, y is 3m, L is 7m, x is 4m, I is 4m, h is 3m. External loads are: the horizontal point load P of 2kN is applied at B, the clockwise moment M of 5kNm is applied at D, the vertical uniformly distributed load w of 1kN/m is applied on bar FJ. Calculate reactions of supports. Note that this frame has two internal pins; at Cand at F. What is...
at must be the equilibrium concentration of Question 1 (5 pts). A. If the equilibrium concentration of Ce is 0.00010 M, what must be the oqu Cod in the solution? K (Ce (CO)) -59% 10%. (Answer: 3.9 x 10M] B. If the concentration of Ca?" of the solution in 1A is in will some CaCO, begin to precipitate? K (Caco) -1.3 x 10". (Hint: What is the the association of Caland Co, at these concentrations and how does that compare...
Question 1 of 3 Question 1 2.5 points Save Answer Determine the mass moment of inertia of the pendulum about an axis perpendicular to the page and passing through point O The slender rod has a massi of 10 kg and the sphere has a mass of 30 kg kg m2 (A 0.675 B. 9.195 C. 9.870 D. 7.971) the mass moment of inertia, lo (Choose the correct answer. If the correct answer is B. 490.5 type B or b...
What is the reaction Ax to the nearest 0.01 kN for the following frame? El are constant and the same for all members. Consider only bending energy. W = 67 kN/m w -5 m-+ 10 m ---5 m 5 m А B 422 CHAPTER 10 ANALYSIS OF STATICALLY INDETERMINATE STRUCTURES BY THE FORCE METHOD 10.5 Force Method of Analysis: Frames The force method is very useful for solving problems involving statically indeterminate frames that have a single story and unusual...
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