Consider the structure shown in the figure below. The cylinder (6 ft in diameter) is supported...
Note: help me solve problem 1.33 only using Fig
P1.33
Answer:
Shear stress A : 3670psi
Shear stress B : 4320psi
Thank you
22 CHAPTER 1 Stress 45° 10 m 200 lb 6 ft l 12 in. 2 ft o A 4 ft 3 ft 36 in. FIG. P1.33 FIG. P1.34 FIG. P1.35 1.33 The bracket is supported by 1/2-in. diameter pins at A and B (the pin at B fits in the 45° slot in the bracket)....
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) is attached at B and C with double shear pin connections, while the pin at A is attached with a single shear connection. The pins at A, B, and C each have an ultimate shear strength of 52 ksi, and tie rod (1) has a yield strength of 30 ksi. A concentrated load of P 26 kips the beam as shown. A factor safety of 2.5 required for...
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...
mun UI coplanar Force Systems IMPLE 4.10 A cylinder is supported by an inclined wall and a vertical part is supported by an inclined wall and a vertical bar, as shown in Figure 4.15. The bal connected to the wall at point A and connected to a flexible cable at point B. All surfaces are smooth The cylinder weight Wis 2500 lb. Determine the reaction at point A and the pull in the cable at point R Neglect the weight...
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...
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....
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....
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...
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)...