Hello! Please, help me solve this problem
(7.88).
And, please, explain answer.
Thank You Very Much!!!
Please, solve by using this equations:
dV/dx = -w
dM/dx = V
Homework Answers
Add Answer to:
Hello! Please, help me solve this problem
(7.88).
And, please, explain answer.
Thank You Very Much!!!...
(7.88) For the beam and loading shown, (a) write the equations of the shear and bending-moment curves, (b) determin...
(7.88) For the beam and loading shown, (a) write the equations of the shear and bending-moment curves, (b) determine the magnitude and location of the maximum bending moment. to = Wo sin
Problem 5.1: This is a similar problem of 5.44 in the book (7 edition), however, you...
Problem 5.1: This is a similar problem of 5.44 in the book (7 edition), however, you are required to draw the shear and bending-moment diagrams based on the method of the left and right end internal force and moment of each section PROBLEM 5.44 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a) of the shear, (b) of the bending moment B 4 IN Imm 0.5m. Problem 5.2: This is...
Hello can you help me in this question please? 5. 1 kN/m A Draw the shear...
Hello can you help me in this question please?
5. 1 kN/m A Draw the shear force and the bending moment diagrams along the beam. B 10 m 7 m 7 m
Can you help me solve this distributed load problem with shear force and moment diagrams? Problem...
Can you help me solve this distributed load problem with shear
force and moment diagrams?
Problem Statement: A beam ABC is simply supported and carries triangle distributed load (see figurc). And there is a moment acting on A point. a) Draw the shear force and bending moment diagrams b) Calculate the maximum bending normal stress. (Assume circular cross section with radius 0.1 ft) 180 lb/ft 300 1b-ft 6.0 ft 70 ft
Hello, could you help me solve this question, please? Thank you very much! Question: (a) A...
Hello, could you help me solve this question, please? Thank you very much! Question: (a) A project has EIGHT (8) activities listed in the following table: Activity Immediate Predecessor (s) Time (Weeks) Activity Immediate Predecessor (s) Time (Weeks) A - 2 E C 3 B A 5 F C 7 C A 3 G D, E 2 D B 4 H F 3 (i) Use the GRAPH PAPER provided to construct a Gantt chart for the above project. [Note: You...
\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...
Please help me solve this problem and neatly write out your work. Thank you so much!!...
Please help me solve this problem and neatly write out your
work. Thank you so much!!
3. Calculate the nominal moment capacity, Mn, for the following over- reinforced beam: 30" 3898 35-8 ea No. II bars fc 4000 psi fy 60,000 psi
I need an answer for question 3 with steps please. Thank you half the load over Problem 2 eben The beam shown below...
I need an answer for question 3 with steps please. Thank
you
half the load over Problem 2 eben The beam shown below with a uniformly span, with w3 kip/th and L 20 t shear force and bending moment diagrams for the beam using the standard sign convention Draw clear, complete and accurate Free Body Diagrams Problem 3: Siven: The beam below with a uniformly distributed load in the center span and concentrated moments at each end of the cantilever...
Could you please help me on question 7. Thank you very much. The floor system shown...
Could you please help me on question 7.
Thank you very much.
The floor system shown below consists of normalweight concrete (150 pcf). Beams C2 ! LT 1 7.0 inch ! h=20 in G2! 12 in Girders BI 1 7.0 inch Slab 8 ft span h 24 in ----- - -- - --- 15 in 15 ft 15 ft Use 4000 psi concrete and Gr. 60 reinforcing steel. Assume 0.75 inch clear cover. Include concrete self-weight and a superimposed dead...
Hello, Can you please help me solve this probelm: Solve the system of equations. Please show...
Hello, Can you please help me solve this probelm: Solve the system of equations. Please show all work. ALSO PLEASE USE GAUSSIAN ELIMINATION METHOD TO SOLVE!!! x+y+z=0, 2x+5y+2z=-9, -x+8y-3z=-25
(7.88) For the beam and loading shown, (a) write the equations of the shear and bending-moment curves, (b) determine the magnitude and location of the maximum bending moment. to = Wo sin
Problem 5.1: This is a similar problem of 5.44 in the book (7 edition), however, you are required to draw the shear and bending-moment diagrams based on the method of the left and right end internal force and moment of each section PROBLEM 5.44 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a) of the shear, (b) of the bending moment B 4 IN Imm 0.5m. Problem 5.2: This is...
Hello can you help me in this question please?
5. 1 kN/m A Draw the shear force and the bending moment diagrams along the beam. B 10 m 7 m 7 m
Can you help me solve this distributed load problem with shear
force and moment diagrams?
Problem Statement: A beam ABC is simply supported and carries triangle distributed load (see figurc). And there is a moment acting on A point. a) Draw the shear force and bending moment diagrams b) Calculate the maximum bending normal stress. (Assume circular cross section with radius 0.1 ft) 180 lb/ft 300 1b-ft 6.0 ft 70 ft
\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...
Please help me solve this problem and neatly write out your
work. Thank you so much!!
3. Calculate the nominal moment capacity, Mn, for the following over- reinforced beam: 30" 3898 35-8 ea No. II bars fc 4000 psi fy 60,000 psi
I need an answer for question 3 with steps please. Thank
you
half the load over Problem 2 eben The beam shown below with a uniformly span, with w3 kip/th and L 20 t shear force and bending moment diagrams for the beam using the standard sign convention Draw clear, complete and accurate Free Body Diagrams Problem 3: Siven: The beam below with a uniformly distributed load in the center span and concentrated moments at each end of the cantilever...
Could you please help me on question 7.
Thank you very much.
The floor system shown below consists of normalweight concrete (150 pcf). Beams C2 ! LT 1 7.0 inch ! h=20 in G2! 12 in Girders BI 1 7.0 inch Slab 8 ft span h 24 in ----- - -- - --- 15 in 15 ft 15 ft Use 4000 psi concrete and Gr. 60 reinforcing steel. Assume 0.75 inch clear cover. Include concrete self-weight and a superimposed dead...
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