Please state each step to solve the problem. Thank you.
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![YMB ł centroid w & Total weight dA = wdx. x * W win = 120% - 52 1651ft. 12 Ix. (120x- 5x²) da zon-stadz = $ [120x² 5x3] da Š](http://img.homeworklib.com/questions/f59a1ef0-acfc-11ea-9f7b-1bc65f178455.png?x-oss-process=image/resize,w_560)
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Please state each step to solve the problem. Thank you.
A twelve foot beam carries a...
A 12 foot beam carries a distributed load of w(x) = 2x2 Ibs/ft where x is...
A 12 foot beam carries a distributed load of w(x) = 2x2 Ibs/ft where x is the distance in feet from the left end of the beam. W TATTI 0 9 ft RAM 3ft | On your own paper, write an integral for the total moment about A. Compute your integral. MA = Which way will the beam tip? O Clockwise Counter-clockwise O Neither. The beam is perfectly balanced. Submit Answer
You are to use a circular rod as a beam. It’s span is 20 feet, and...
You are to use a circular rod as a beam. It’s span is 20 feet, and assume a diameter of 5 inches. The beam supports a distributed load of 2560 lbs/ft. Determine the bending moment to the nearest thousand pounds per foot (or kips per foot). Also determine the bending stress to the nearest ksi (thousands of pounds per square inch).
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
Problem 2 (65%) (see table on page 2 for values of Wu(AB) and W (AC) Two...
Problem 2 (65%) (see table on page 2 for values of Wu(AB) and W (AC) Two simply supported beams meet at the corner 16 foot tall beam-column "A" shown. Beam AB carries supports a uniformly distributed factored design load W AB)=?? and is 24 feet long. Beam AC carries a uniformly distributed load, W.AC=?? and is 16 feet long. Compute the following if the beams and the beam-column are laterally supported at the ends only in this braced frame. a)...
Problem 3 (19 points): A simply supported beam ABCD carries a uniformly distributed load, w, and...
Problem 3 (19 points): A simply supported beam ABCD carries a uniformly distributed load, w, and a concentrated load, F, as shown in the figure. All the dimensions are given in the figure, and the weight of the beam is neglected a) Draw the free body diagram for the beam, showing all the applied and reaction forces. Find the reaction forces F=14 kN .6m b) Give the expression for the shear force, V- V(x), and the bending moment M M(x),...
Can someone show e how to solve this please 2. Given the beam in the figure,...
Can someone show e how to solve this please
2. Given the beam in the figure, the concentrated load F is 600 lb, the distributed load w is 50 lb/in, a is 10 in., bis 15 in., and I is 20 in. The beam is made of steel with E equal to 30 X 10 psi. The beam is rectangular with dimensions h = 5 in and t = 2 in. Determine the following: a. The reactions and the shear...
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...
Can someone help me draw a 2D view of each beam and specify the rebar location...
Can someone help me draw a 2D view of each beam and specify
the rebar location based on the moment diagrams of each beam? Thank
you!
1. SIMPLE BEAM-UNIFORMLY DISTRIBUTED LOAD Total Equiv. Uniform Load 2 Matur (atceter) M, Amex (at center) 5w/ 384 El 24 EI Moment 2. SIMPLE BEAM- LOAD INCREASING UNIFORMLY TO ONE END Total Equiv. Uniform Load . 16103 w Rnr R-y» v㎜ . 9V3 2W 0.5774/ Mmax | atx_-0.557/1 =2.0.128 W/ 2WI M, 2) 8...
Please answer question 4 thank you. Results from problem 3 are shown above Reinforced Concrete 3....
Please answer question 4 thank you. Results from problem 3 are
shown above
Reinforced Concrete
3. (40 pts) Analyze the following statically determinate frame by hand and clearly draw the shear force, axial force, and bending moment diagrams indicating relevant (maximum and minimum) values for each of the following load cases: a) Uniform dead load (qo) applied on the beam – must add beam self-weight (concrete) to this value. b) Uniform live load (q) applied on the beam. c) Horizontal...
please show all your work thank you! Problem 2 (25%) 14 in A beam cross-section is...
please show all your work thank you!
Problem 2 (25%) 14 in A beam cross-section is shown in the provided figure. 2 in (A)(10%) Determine the distance (y) from the bottom the section to the centroid (C). 16 in 8 in Problem 2 (25% - 14 in- A beam cross-section is shown in the provided figure. 2 in (B) (15%) Determine the moment of inertia of the shape about the X-axis (i.e. the horizontal centroidal axis) 16 in - 2...
A 12 foot beam carries a distributed load of w(x) = 2x2 Ibs/ft where x is the distance in feet from the left end of the beam. W TATTI 0 9 ft RAM 3ft | On your own paper, write an integral for the total moment about A. Compute your integral. MA = Which way will the beam tip? O Clockwise Counter-clockwise O Neither. The beam is perfectly balanced. Submit Answer
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
Problem 2 (65%) (see table on page 2 for values of Wu(AB) and W (AC) Two simply supported beams meet at the corner 16 foot tall beam-column "A" shown. Beam AB carries supports a uniformly distributed factored design load W AB)=?? and is 24 feet long. Beam AC carries a uniformly distributed load, W.AC=?? and is 16 feet long. Compute the following if the beams and the beam-column are laterally supported at the ends only in this braced frame. a)...
Problem 3 (19 points): A simply supported beam ABCD carries a uniformly distributed load, w, and a concentrated load, F, as shown in the figure. All the dimensions are given in the figure, and the weight of the beam is neglected a) Draw the free body diagram for the beam, showing all the applied and reaction forces. Find the reaction forces F=14 kN .6m b) Give the expression for the shear force, V- V(x), and the bending moment M M(x),...
Can someone show e how to solve this please
2. Given the beam in the figure, the concentrated load F is 600 lb, the distributed load w is 50 lb/in, a is 10 in., bis 15 in., and I is 20 in. The beam is made of steel with E equal to 30 X 10 psi. The beam is rectangular with dimensions h = 5 in and t = 2 in. Determine the following: a. The reactions and the shear...
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...
Can someone help me draw a 2D view of each beam and specify
the rebar location based on the moment diagrams of each beam? Thank
you!
1. SIMPLE BEAM-UNIFORMLY DISTRIBUTED LOAD Total Equiv. Uniform Load 2 Matur (atceter) M, Amex (at center) 5w/ 384 El 24 EI Moment 2. SIMPLE BEAM- LOAD INCREASING UNIFORMLY TO ONE END Total Equiv. Uniform Load . 16103 w Rnr R-y» v㎜ . 9V3 2W 0.5774/ Mmax | atx_-0.557/1 =2.0.128 W/ 2WI M, 2) 8...
Please answer question 4 thank you. Results from problem 3 are
shown above
Reinforced Concrete
3. (40 pts) Analyze the following statically determinate frame by hand and clearly draw the shear force, axial force, and bending moment diagrams indicating relevant (maximum and minimum) values for each of the following load cases: a) Uniform dead load (qo) applied on the beam – must add beam self-weight (concrete) to this value. b) Uniform live load (q) applied on the beam. c) Horizontal...
please show all your work thank you!
Problem 2 (25%) 14 in A beam cross-section is shown in the provided figure. 2 in (A)(10%) Determine the distance (y) from the bottom the section to the centroid (C). 16 in 8 in Problem 2 (25% - 14 in- A beam cross-section is shown in the provided figure. 2 in (B) (15%) Determine the moment of inertia of the shape about the X-axis (i.e. the horizontal centroidal axis) 16 in - 2...
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