Homework Answers
Note:
after plotting the influence line diagram. The load is placed such
that shear is maximum.
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What is the maximum shear at E for the following truck to the nearest 0.01k? Be...
P1 P2 B C D E F 20 10 5 20 20 What is the max...
P1 P2 B C D E F 20 10 5 20 20 What is the max NEGATIVE moment at E for the following truck to the nearest -01 k-ft? Note use the negative sign. P1 - 38k P2 = 6k L = 4ft What is the maximum shear at Ffor the following truck to the nearest 0.01k? Be sure to include a - if the max is negative. P1 P2 D 50 60 75 90 30 20 2 35 P1...
For the following beam and truck what is the maximum shear at B to the nearest...
For the following beam and truck what is the maximum shear at B to the nearest 0.001k? L1 = 6 ft L2 = 14 ft P= 17 k b=5 ft
Material Modulus of Maximum Axial Maximum Shear Stress (o) Elasticity (E) Stress (t) Brass Steel Wood...
Material Modulus of Maximum Axial Maximum Shear Stress (o) Elasticity (E) Stress (t) Brass Steel Wood inum 10,500 ksi16 ksi 22 ksi 30 ksi 15,000 ksi 29,000 ksi 1,600 ksi 10 ksi 13 ksi 20 ksi 90 psi 1000 psi 2) A rectangular cantilever bearm is loaded by a moment Mo = 4500 ft-lbs at its end as shown below. The length of the beam is L 4 ft and the height of the beam is h 3 in. If...
\Please help me to do part (c)Part c) Using the shear and moment diagrams created for...
\Please help me to do part (c)Part c) Using the shear and
moment diagrams created for the beam shown in “c” determine the
maximum bending stress created for the largest positive bending
moment and the largest negative bending moment. Consider the beam
to be a W 12 x 79.
Part a) Draw the shear and bending moment diagrams. Clearly show the values, slopes, and degree of curves (e.g., parabola, 3rd degree polynomial). 10 k 20 k 20 k 75 kN...
Part E Compute the maximum shear strain in the steel. Express your answer with the appropriate...
Part E Compute the maximum shear strain in the steel. Express your answer with the appropriate units. : MÅ - 0 a ? (7st)max = Value Units Submit Request Answer < Return to Assignment Provide Feedback The shaft is made from a solid steel section AB and a tubular portion made of steel and having a brass core. It is fixed to a rigid support at A, and a torque of T = 50 lb. ft is applied to it...
QUESTION 9 Consider the following beam pinned at its left end with a roller support at...
QUESTION 9 Consider the following beam pinned at its left end with a roller support at its right end. The beam is loaded with P1-22 N and P2-44 N B A 440 400. 240 (mm) The absolute maximum value of the internal shear force (N) in the beam is nearest to O 60 O40 O45 O55 50
QUESTION 9 Consider the following beam pinned at its left end with a roller support at its right end. The beam is loaded...
a. create the FBD, shear, Moment, and torque diagrams for the shaft. B. what is the...
a. create the FBD, shear,
Moment, and torque diagrams for the shaft.
B. what is the location of maximum stress (plane of interest for
the design)? you may disregard all feometric stress concentration
factors.
C.what stresses are in existence on the plane of interest? Do
not calculate them, what is exists.
d. Draw the wave forms for the stresses in existence on the
plane of interest.
e. you must determine if this shaft will have an infinite life,
what failure...
What is the horizontal displacement at C to the nearest 0.0001 in? Include bending, axial, and...
What is the horizontal displacement at C to the nearest 0.0001 in? Include bending, axial, and shear energy. The members are rectangle (A'=A). E = 29,000 ksi G = 11,000 ksi 1 - 428 in A-A-67 in? W=7k/ft -8 ft B tc w 10 ft 384 CHAPTER 9 DEFLECTIONS USING ENERGY METHODS EXAMPLE 9.12 Determine the horizontal displacement of point on the frame shown in Fig. 9-25a. Take E = 29(10%) ksi, G = 12(10) ksi, I = 600 in.....
Question 2 20 pts What is the buckling load (P) in kips (to the nearest 0.01...
Question 2 20 pts What is the buckling load (P) in kips (to the nearest 0.01 k) for the following column? 2-4 in b=8 in L-1210 E - 14 x 10ksi L b Previous Next so F 3 74 P2 # 3 2 $ 4 % 5 & 7 2 6 8 9 W E 20 T Y S D F G I к
What is the maximum positive strain for the following beam to the nearest 1 ye? 7...
What is the maximum positive strain for the following beam to the nearest 1 ye? 7 L1 (11 (2) h b1 13 P = 12 k L1 = 6 ft b1 = 2 in b2 = 1 in h = 12 E1 = 17,000 ksi E2 = 30,000 ksi
P1 P2 B C D E F 20 10 5 20 20 What is the max NEGATIVE moment at E for the following truck to the nearest -01 k-ft? Note use the negative sign. P1 - 38k P2 = 6k L = 4ft What is the maximum shear at Ffor the following truck to the nearest 0.01k? Be sure to include a - if the max is negative. P1 P2 D 50 60 75 90 30 20 2 35 P1...
For the following beam and truck what is the maximum shear at B to the nearest 0.001k? L1 = 6 ft L2 = 14 ft P= 17 k b=5 ft
Material Modulus of Maximum Axial Maximum Shear Stress (o) Elasticity (E) Stress (t) Brass Steel Wood inum 10,500 ksi16 ksi 22 ksi 30 ksi 15,000 ksi 29,000 ksi 1,600 ksi 10 ksi 13 ksi 20 ksi 90 psi 1000 psi 2) A rectangular cantilever bearm is loaded by a moment Mo = 4500 ft-lbs at its end as shown below. The length of the beam is L 4 ft and the height of the beam is h 3 in. If...
\Please help me to do part (c)Part c) Using the shear and
moment diagrams created for the beam shown in “c” determine the
maximum bending stress created for the largest positive bending
moment and the largest negative bending moment. Consider the beam
to be a W 12 x 79.
Part a) Draw the shear and bending moment diagrams. Clearly show the values, slopes, and degree of curves (e.g., parabola, 3rd degree polynomial). 10 k 20 k 20 k 75 kN...
Part E Compute the maximum shear strain in the steel. Express your answer with the appropriate units. : MÅ - 0 a ? (7st)max = Value Units Submit Request Answer < Return to Assignment Provide Feedback The shaft is made from a solid steel section AB and a tubular portion made of steel and having a brass core. It is fixed to a rigid support at A, and a torque of T = 50 lb. ft is applied to it...
QUESTION 9 Consider the following beam pinned at its left end with a roller support at its right end. The beam is loaded with P1-22 N and P2-44 N B A 440 400. 240 (mm) The absolute maximum value of the internal shear force (N) in the beam is nearest to O 60 O40 O45 O55 50
QUESTION 9 Consider the following beam pinned at its left end with a roller support at its right end. The beam is loaded...
a. create the FBD, shear,
Moment, and torque diagrams for the shaft.
B. what is the location of maximum stress (plane of interest for
the design)? you may disregard all feometric stress concentration
factors.
C.what stresses are in existence on the plane of interest? Do
not calculate them, what is exists.
d. Draw the wave forms for the stresses in existence on the
plane of interest.
e. you must determine if this shaft will have an infinite life,
what failure...
What is the horizontal displacement at C to the nearest 0.0001 in? Include bending, axial, and shear energy. The members are rectangle (A'=A). E = 29,000 ksi G = 11,000 ksi 1 - 428 in A-A-67 in? W=7k/ft -8 ft B tc w 10 ft 384 CHAPTER 9 DEFLECTIONS USING ENERGY METHODS EXAMPLE 9.12 Determine the horizontal displacement of point on the frame shown in Fig. 9-25a. Take E = 29(10%) ksi, G = 12(10) ksi, I = 600 in.....
Question 2 20 pts What is the buckling load (P) in kips (to the nearest 0.01 k) for the following column? 2-4 in b=8 in L-1210 E - 14 x 10ksi L b Previous Next so F 3 74 P2 # 3 2 $ 4 % 5 & 7 2 6 8 9 W E 20 T Y S D F G I к
What is the maximum positive strain for the following beam to the nearest 1 ye? 7 L1 (11 (2) h b1 13 P = 12 k L1 = 6 ft b1 = 2 in b2 = 1 in h = 12 E1 = 17,000 ksi E2 = 30,000 ksi
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