Note: help me solve problem 1.33 only using Fig P1.33
Answer:
Shear stress A : 3670psi
Shear stress B : 4320psi
Thank you
Homework Answers
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Note: help me solve problem 1.33 only using Fig
P1.33
Answer:
Shear stress A :...
Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 9 mm, and it is supported by double-shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 7 mm in diameter. A
Rigid bar \(A B C\) is supported by a pin at bracket \(A\) and by tie rod (1) . Tie rod (1) has a diameter of \(9 \mathrm{~mm}\), and it is supported by double-shear pin connections at \(B\) and \(D .\) The pin at bracket \(A\) is a single-shear connection. The pin at \(B\) is \(7 \mathrm{~mm}\) in diameter. Assume \(a=520 \mathrm{~mm}, b=260 \mathrm{~mm}, h=390 \mathrm{~mm},\) and \(\theta=50^{\circ} .\) If the normal stress in tie rod (1) cannot exceed 200...
The rigid structure ABD issupported at B by a 36-mm-diameter tie rod (1) and at...
The rigid structure ABD is
supported at B by a 36-mm-diameter tie rod (1) and at A by a
29-mm-diameter pin used in a single shear connection. The tie rod
is connected at B and C by 24-mm-diameter pins used in double shear
connections. Tie rod (1) has a yield strength of 260 MPa, and each
of the pins has an ultimate shear strength of 320 MPa. A
concentrated load of P = 50 kN acts as shown at D....
5.3 m 7.5 m B D (1) 60 8 m 3.4 m P The rigid T...
5.3 m 7.5 m B D (1) 60 8 m 3.4 m P The rigid T shape ABD is supported by an elastic rod BC (with a 35 mm diameter). Pin A (30 diameter) is in single shear. mm Double shear pins B and C are 24 mm diameter. Rod BC has a yield stress of 250 MPa and all pins have a ultimate shear stress of 330 MPa. Take P 50 kN and determine: Normal stress in BC 1...
I believe D is a double Shear and B is single shear Rigid beam ABC is...
I believe D is a double Shear and B is single shear
Rigid beam ABC is supported by a pin support at A and axial member (1). Member (1) is connected by two different pin conditions as shown in the figure and it has a diameter of 3". Each pin has a diameter of 1.5 a) Calculate the internal force in member (1) in kips and clearly indicate Tension (T) or 2) Compression (C). [Ans. to Check: 62.5 k b)...
Diameter of pin 2 mm. All pins are in single shear. Question 1: A light plane...
Diameter of pin 2 mm. All pins are in single shear.
Question 1: A light plane structure is supported by a roller at A and a pin at D and is subjected to a load of Pat F as shown in the figure. All the members have rectangular cross section with height 5 mm and thickness 1 mm. Tensile/Compressive strength of the members = 80 MPa, Shear strength of the pin = 50 MPa. Consider an appropriate factor of safety....
The allowable shear stress for the material is Tallow = 6 ksi. Pin A is subjected...
The allowable shear stress for the material is Tallow = 6 ksi. Pin A is subjected to double shear, whereas pin B is subjected to single shear. (Figure 1) Part A Determine the required diameter of the pins at A to the nearest 1/16 in. Express your answer as an exact decimal value and include appropriate units. da= Value Units Submit Request Answer Part B Determine the required diameter of the pin at B to the nearest 1/16 in. Express...
In the figure, the rigid member ABDE is supported at A by a single shear pin...
In the figure, the rigid member ABDE is supported at
A by a single shear pin connection and at B by a
tie rod (1). The tie rod is attached at B and C
with double shear pin connections. The pins at A,
B, and C each have an ultimate shear strength of
84 ksi, and tie rod (1) has a yield strength of 63 ksi. A
concentrated load of P = 20 kips is applied perpendicular
to DE, as...
Problem 4 (3pts) The beam AB is supported by a single-shear pin connection at joint A...
Problem 4 (3pts) The beam AB is supported by a single-shear pin connection at joint A and by a double-shear connection to member (1) at joint B. Member (1) is connected to the support at C with a double-shear pin connection. Member (1) has a cross-sectional area of 100 mm and a yield strength of 340 MPa. The pins at A, B, and C each have a diameter of 12 mm, and an ultimate shear strength of 270 MPa. Specifications...
2) (10 marks) a) The frame is subjected to the load of 4 kN which acts on member ABD at D. Determine the require...
2) (10 marks) a) The frame is subjected to the load of 4 kN which acts on member ABD at D. Determine the required diameter of the pins at D and C if the allowable shear stress for the material is tallow 40 MPa. Pins C is subjected to double shear, whereas pin D is subjected to single shear. b) Determine the preferred basic size for the pins at D and C. 3) (10 marks) A sign is subjected to...
The rigid structure ABD is
supported at B by a 36-mm-diameter tie rod (1) and at A by a
29-mm-diameter pin used in a single shear connection. The tie rod
is connected at B and C by 24-mm-diameter pins used in double shear
connections. Tie rod (1) has a yield strength of 260 MPa, and each
of the pins has an ultimate shear strength of 320 MPa. A
concentrated load of P = 50 kN acts as shown at D....
5.3 m 7.5 m B D (1) 60 8 m 3.4 m P The rigid T shape ABD is supported by an elastic rod BC (with a 35 mm diameter). Pin A (30 diameter) is in single shear. mm Double shear pins B and C are 24 mm diameter. Rod BC has a yield stress of 250 MPa and all pins have a ultimate shear stress of 330 MPa. Take P 50 kN and determine: Normal stress in BC 1...
I believe D is a double Shear and B is single shear
Rigid beam ABC is supported by a pin support at A and axial member (1). Member (1) is connected by two different pin conditions as shown in the figure and it has a diameter of 3". Each pin has a diameter of 1.5 a) Calculate the internal force in member (1) in kips and clearly indicate Tension (T) or 2) Compression (C). [Ans. to Check: 62.5 k b)...
Diameter of pin 2 mm. All pins are in single shear.
Question 1: A light plane structure is supported by a roller at A and a pin at D and is subjected to a load of Pat F as shown in the figure. All the members have rectangular cross section with height 5 mm and thickness 1 mm. Tensile/Compressive strength of the members = 80 MPa, Shear strength of the pin = 50 MPa. Consider an appropriate factor of safety....
The allowable shear stress for the material is Tallow = 6 ksi. Pin A is subjected to double shear, whereas pin B is subjected to single shear. (Figure 1) Part A Determine the required diameter of the pins at A to the nearest 1/16 in. Express your answer as an exact decimal value and include appropriate units. da= Value Units Submit Request Answer Part B Determine the required diameter of the pin at B to the nearest 1/16 in. Express...
In the figure, the rigid member ABDE is supported at
A by a single shear pin connection and at B by a
tie rod (1). The tie rod is attached at B and C
with double shear pin connections. The pins at A,
B, and C each have an ultimate shear strength of
84 ksi, and tie rod (1) has a yield strength of 63 ksi. A
concentrated load of P = 20 kips is applied perpendicular
to DE, as...
Problem 4 (3pts) The beam AB is supported by a single-shear pin connection at joint A and by a double-shear connection to member (1) at joint B. Member (1) is connected to the support at C with a double-shear pin connection. Member (1) has a cross-sectional area of 100 mm and a yield strength of 340 MPa. The pins at A, B, and C each have a diameter of 12 mm, and an ultimate shear strength of 270 MPa. Specifications...
2) (10 marks) a) The frame is subjected to the load of 4 kN which acts on member ABD at D. Determine the required diameter of the pins at D and C if the allowable shear stress for the material is tallow 40 MPa. Pins C is subjected to double shear, whereas pin D is subjected to single shear. b) Determine the preferred basic size for the pins at D and C. 3) (10 marks) A sign is subjected to...
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