maximum shear stressHomework Answers
12. Determine the maximum shear stress associated with maximumpositive shear force.13. Determine the maximum...
12. Determine the maximum shear stress associated with maximum
positive shear force.13. Determine the maximum shear stress associated with maximum
negative shear force.14. Determine the absolute maximum shear stress in the beam and
the location.15. Determine the normal stress and shear stress at point B
specified at the cross section of the location with the maximum
bending moment (absolute value).16. Determine the principal stresses and their orientations of
the question (15).**Please circle or box in answers as well as identify...
6. Determine the maximum positive and maximum negative shear forces and their locations.
6. Determine the maximum positive and maximum negative shear forces and their locations. 7. Determine the maximum positive and maximum negative bending moments and their locations 8. Determine the maximum tensile and compressive bending stresses associated with the maximum positive moment 9. Determine the maximum tensile and compressive bending stresses associated with the maximum negative moment 10. Determine the absolute maximum tensile stress in the beam and the location. 11. Determine the absolute maximum compressive stress in the beam and the location 12. Determine the maximum...
Note: help me solve problem 1.33 only using Fig P1.33 Answer: Shear stress A :...
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)....
A solid bar of circular cross section has a diameter, d= 1.5 in., and length, L-54 shear modulus of elasticity, G11.5x 10spsi (see Figure 4). 4. in.. The da 1.5 in. L-54 in. Figure 4 (a) If a tor...
A solid bar of circular cross section has a diameter, d= 1.5 in., and length, L-54 shear modulus of elasticity, G11.5x 10spsi (see Figure 4). 4. in.. The da 1.5 in. L-54 in. Figure 4 (a) If a torque T 250 lb-ft is applied at the ends, find the values of maximum shear stress in the bar and the angle of twist between the ends of the bar. [10 marks] (b) If the allowable shear stress 6000 psi and the...
a. Determine the maximum tensile and compressive bending stresses associated with the maximum positive moment. b. Determine the maximum tensile and compressive bending stresses associated with the ma...
a. Determine the maximum tensile and compressive bending
stresses associated with the maximum positive moment.b. Determine the maximum tensile and compressive bending
stresses associated with the maximum negative moment.c. Determine the absolute maximum tensile stress in the beam and
the location.d. Determine the absolute maximum compressive stress in the beam
and the location.e. Determine the maximum shear stress associated with maximum
positive shear force.f. Determine the maximum shear stress associated with maximum
negative shear force.g. Determine the absolute maximum shear...
You are determining the maximum shear and bending stress in a circular rod. For this problem,...
You are determining the maximum shear and bending stress in a
circular rod. For this problem, F = 900 lb. The material is 1020
hot-rolled carbon steel.
Using hand calculations, determine the maximum stress in the
component.
Where does the maximum stress occur?
20.00 in. D2.00 in. — — — - CROSS-SECTION
The wood beam has an allowable shear stress of 7 MPa. Determine the maximum shear force...
The wood beam has an allowable shear stress of 7 MPa. Determine the maximum shear force V that can be applied to the cross section. It is a 4 rectangles that make one rectangle with the left and right sides h=200mm b=50mm and the top and bottom are in line with the sides and inside each side and are h=50mm and b=100mm and V is in the center of it
Problem 3) Determine the maximum shear stress in a rectangular beam 6 in. wide and 8...
Problem 3) Determine the maximum shear stress in a rectangular beam 6 in. wide and 8 in. deep produced by a shear force of 38,400 lb.
The JT100 horizontal directional drilling machine applies 220 hp and rotates drill pipe at 100 rp...
The JT100 horizontal directional drilling machine applies 220 hp and rotates drill pipe at 100 rpm. During the drilling process, a drill pipe is subjected to the following axial and bending loads 30.0 Axial load, P, of 100 kips 0.70 ft-kips bending load, M, in the y-z plane at 30 degrees from the vertical axis The drill pipe, which is made of AISI 4130 steel, has the following dimensions and material properties (Ref. MIL-HDBK-5J, Table 2.3.1.0(c1)) » Length, L 177-in...
a. Determine the reaction forces.
a. Determine the reaction forces.b. Determine the location of neutral axis with the given geometry.c. Determine the moment of inertia about the neutral axis.d. Draw shear force diagram.e. Draw bending moment diagram.f. Determine the maximum positive and maximum negative shear forces and their locations.g. Determine the maximum positive and maximum negative bending moments and their locations.h. Determine the maximum tensile and compressive bending stresses associated with the maximum positive moment.i. Determine the maximum tensile and compressive bending stresses associated with...
12. Determine the maximum shear stress associated with maximum
positive shear force.13. Determine the maximum shear stress associated with maximum
negative shear force.14. Determine the absolute maximum shear stress in the beam and
the location.15. Determine the normal stress and shear stress at point B
specified at the cross section of the location with the maximum
bending moment (absolute value).16. Determine the principal stresses and their orientations of
the question (15).**Please circle or box in answers as well as identify...
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)....
A solid bar of circular cross section has a diameter, d= 1.5 in., and length, L-54 shear modulus of elasticity, G11.5x 10spsi (see Figure 4). 4. in.. The da 1.5 in. L-54 in. Figure 4 (a) If a torque T 250 lb-ft is applied at the ends, find the values of maximum shear stress in the bar and the angle of twist between the ends of the bar. [10 marks] (b) If the allowable shear stress 6000 psi and the...
a. Determine the maximum tensile and compressive bending
stresses associated with the maximum positive moment.b. Determine the maximum tensile and compressive bending
stresses associated with the maximum negative moment.c. Determine the absolute maximum tensile stress in the beam and
the location.d. Determine the absolute maximum compressive stress in the beam
and the location.e. Determine the maximum shear stress associated with maximum
positive shear force.f. Determine the maximum shear stress associated with maximum
negative shear force.g. Determine the absolute maximum shear...
You are determining the maximum shear and bending stress in a
circular rod. For this problem, F = 900 lb. The material is 1020
hot-rolled carbon steel.
Using hand calculations, determine the maximum stress in the
component.
Where does the maximum stress occur?
20.00 in. D2.00 in. — — — - CROSS-SECTION
Problem 3) Determine the maximum shear stress in a rectangular beam 6 in. wide and 8 in. deep produced by a shear force of 38,400 lb.
The JT100 horizontal directional drilling machine applies 220 hp and rotates drill pipe at 100 rpm. During the drilling process, a drill pipe is subjected to the following axial and bending loads 30.0 Axial load, P, of 100 kips 0.70 ft-kips bending load, M, in the y-z plane at 30 degrees from the vertical axis The drill pipe, which is made of AISI 4130 steel, has the following dimensions and material properties (Ref. MIL-HDBK-5J, Table 2.3.1.0(c1)) » Length, L 177-in...
a. Determine the reaction forces.b. Determine the location of neutral axis with the given geometry.c. Determine the moment of inertia about the neutral axis.d. Draw shear force diagram.e. Draw bending moment diagram.f. Determine the maximum positive and maximum negative shear forces and their locations.g. Determine the maximum positive and maximum negative bending moments and their locations.h. Determine the maximum tensile and compressive bending stresses associated with the maximum positive moment.i. Determine the maximum tensile and compressive bending stresses associated with...
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