Beam AB is supported as shown in the figure. Tie rod (1) is attached at B...
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...
Beam AB is supported as shown in the figure. Tie rod (1) has a diameter of 58 mm ,and it is attached at B and Cwith 24 mm diameter double-shear pin connections. The pin connection at A consists of a 40 mm diameter single-shear pin. The pins at A, B, and C each have an ultimate shear strength of 500 MPа ,and tie rod (1) has a yield strength of 280 МРPа . A uniformly distributed load of W is...
Beam AB is supported as shown in the figure. Tie rod (1) has a diameter of 60 mm, and it is attached at B and C with 24 mm diameter double-shear pin connections. The pin connection at A consists of a 37 mm diameter single-shear pin. The pins at A, B, and C each have an ultimate shear strength of 500 MPa, and tie rod (1) has a yield strength of 280 MPa. A uniformly distributed load of w is applied to...
Chapter 4, Reserve Problem 026 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 77 ksi, and tie rod (1) has a yield strength of 61 ksi. A concentrated load of P = 30 kips is...
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....
A concentrated load of P = 62 kips is applied to beam AB, as shown in the figure. Rod (1) has a diameter of 1.7 in., and its yield strength is 31 ksi. Pin A is supported in a double shear connection, and the ultimate shear strength of pin A is 77 ksi. Assume a=4.6 ft, b=7.1 ft, C=8.3 ft, d=11 in. (a) Determine the normal stress in rod (1). (b) Determine the factor of safety with respect to the...
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...
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...
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)...
2 ft 5 ft 6 ft 23 points) The beam AB is subjected to the loadings shown?. This beam is supported by a double-sheared pin at A and a rod CB. If the failure normal stress is 60 ksi and the failure shear stress is 50 ksi, determine the minimum required diameter of the rod BC and pin at A, to the nearest 1/8”, if the factor of safety is 3. 630 lb.ft 225 lb/ft A E B 30° 200...