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Shear and moment diagram
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Shear and Bending moment diagram for a simply supported beam with a concentrated load at mid-span.(right)
Shear and bending moment diagrams are analytical tools used in conjunction with structural analysis to help perform structural design by determining the value of shear force and bending moment at a given point of a structural element such as a beam. These diagrams can be used to easily determine the type, size, and material of a member in a structure so that a given set of loads can be supported without structural failure. Another application of shear and moment diagrams is that the deflection of a beam can be easily determined using either the moment area method or the conjugate beam method.
Contents
1 Convention
1.1 Normal convention
1.2 Alternative drawing convention
2 Calculating shear force and bending moment
2.1 Step 1: Compute the reaction forces and moments
2.2 Step 2: Break beam into segments
2.3 Step 3: Compute shear forces and moments - first piece
2.4 Step 4: Compute shear forces and moments - second piece
2.5 Step 5: Compute shear forces and moments - third piece
2.6 Step 6: Compute shear forces and moments - fourth piece
2.7 Step 7: Compute deflections of the four segments
2.8 Step 8: Apply boundary conditions
2.9 Step 9: Solve for Mc and Ra
2.10 Step 10: Plot bending moment and shear force diagrams
2.11 Relationship between shear force and bending moment
3 Relationships between load, shear, and moment diagrams
4 Practical considerations
5 See also
6 References
7 Further reading
8 External links
Convention[edit]
Although these conventions are relative and any convention can be used if stated explicitly, practicing engineers have adopted a standard convention used in design practices.
Normal convention[edit]
The normal convention used in most engineering applications is to label a positive shear force one that spins an element clockwise (up on the left, and down on the right). Likewise the normal convention for a positive bending moment is to warp the element in a "u" shape manner (Clockwise on the left, and counterclockwise on the right). Another way to remember this is if the moment is bending the beam into a "smile" then the moment is positive, with compression at the top of the beam and tension on the bottom.[1]
Normal positive shear force convention (left) and normal bending moment convention (right).
This convention was selected to simplify the analysis of beams. Since a horizontal member is usually analyzed from left to right and positive in the vertical direction is normally taken to be up, the positive shear convention was chosen to be up from the left, and to make all drawings consistent down from the right. The positive bending convention was chosen such that a positive shear force would tend to create a positive moment.
Alternative drawing convention[edit]
In structural engineering and in particular concrete design the positive moment is drawn on the tension side of the member. This convention puts the positive moment below the beam described above. A convention of placing moment diagram on the tension side allows for frames to be dealt with more easily and clearly. Additionally placing the moment on the tension side of the member shows the general shape of the deformation and indicates on which side of a concrete member rebar should be placed, as concrete is weak in tension.[2]
Calculating shear force and bending moment[edit]
Loaded beam
With the loading diagram drawn the next step is to find the value of the shear force and moment at any given point along the element. For a horizontal beam one way to perform this is at any point to "chop off" the right end of the beam.
The example below includes a point load, a distributed load, and an applied moment. The supports include both hinged supports and a fixed end support. The first drawing shows the beam with the applied forces and displacement constraints. The second drawing is the loading diagram with the reaction values given without the calculations shown or what most people call a free body diagram. The third drawing is the shear force diagram and the fourth drawing is the bending moment diagram. For the bending moment diagram the normal sign convention was used. Below the moment diagram are the stepwise functions for the shear force and bending moment with the functions expanded to show the effects of each load on the shear and bending functions.
The example is illustrated using United States customary units. Point loads are expressed in kips (1 kip = 1000 lbf = 4.45 kN), distributed loads are expressed in k/ft (1 k/ft = 1 kip/ft = 14.6 kN/m), moments are expressed in ft-k (1 ft-k = 1 ft-kip = 1.356 kNm), and lengths are in ft (1 ft = 0.3048 m).
Step 1: Compute the reaction forces and moments[edit]
Free-body diagram of whole beam
The first step obtaining the bending moment and shear force equations is to determine the reaction forces. This is done using a free body diagram of the entire beam.
The beam has three reaction forces, Ra, Rb at the two supports and Rc at the clamped end. The clamped end also has a reaction couple Mc. These four quantities have to be determined using two equations, the balance of forces in the beam and the balance of moments in the beam. Four unknowns cannot be found given two independent equations in these unknown variables and hence the beam is statically indeterminate. One way of solving this problem is to use the principle of linear superposition and break the problem up into the superposition of a number of statically determinate problems. The extra boundary conditions at the supports have to be incorporated into the superposed solution so that the deformation of the entire beam is compatible.
From the free-body diagram of the entire beam we have the two balance equations
∑ F = 0 , ∑ M A = 0 . {\displaystyle \sum F=0~,~~\sum M_{A}=0\,.}
Summing the forces, we have
− 10 − ( 1 ) ( 15 ) + R a + R b + R c = 0 {\displaystyle -10-(1)(15)+R_{a}+R_{b}+R_{c}=0}
and summing the moments around the free end (A) we have
( R a ) ( 10 ) + ( R b ) ( 25 ) + ( R c ) ( 50 ) − ( 1 ) ( 15 ) ( 17.5 ) − 50 + M c = 0 . {\displaystyle (R_{a})(10)+(R_{b})(25)+(R_{c})(50)-(1)(15)(17.5)-50+M_{c}=0\,.}
We can solve these equations for Rb and Rc in terms of Ra and Mc :
R b = 37.5 − 1.6 R a + 0.04 M c {\displaystyle R_{b}=37.5-1.6R_{a}+0.04M_{c}}
and
R c = − 12.5 + 0.6 R a − 0.04 M c . {\displaystyle R_{c}=-12.5+0.6R_{a}-0.04M_{c}\,.}
If we sum moments about the first support from the left of the beam we have
( 10 ) ( 10 ) − ( 1 ) ( 15 ) ( 7.5 ) + ( R b ) ( 15 ) + ( R c ) ( 40 ) − 50 + M c = 0 . {\displaystyle (10)(10)-(1)(15)(7.5)+(R_{b})(15)+(R_{c})(40)-50+M_{c}=0\,.}
If we plug in the expressions for Rb and Rc we get the trivial identity 0 = 0 which indicates that this equation is not independent of the previous two. Similarly, if we take moments around the second support, we have
( 10 ) ( 25 ) − ( R a ) ( 15 ) + ( 1 ) ( 15 ) ( 7.5 ) + ( R c ) ( 25 ) − 50 + M c = 0 . {\displaystyle (10)(25)-(R_{a})(15)+(1)(15)(7.5)+(R_{c})(25)-50+M_{c}=0\,.}
Once again we find that this equation is not independent of the first two equations. We could also try to compute moments around the clamped end of the beam to get
( 10 ) ( 50 ) − ( R a ) ( 40 ) − ( R b ) ( 25 ) + ( 1 ) ( 15 ) ( 32.5 ) − 50 + M c = 0 . {\displaystyle (10)(50)-(R_{a})(40)-(R_{b})(25)+(1)(15)(32.5)-50+M_{c}=0\,.}
This equation also turns out not to be linearly independent from the other two equations. Therefore, the beam is statically indeterminate and we will have to find the bending moments in segments of the beam as functions of Ra and Mc.
Step 2: Break beam into segments[edit]
After the reaction forces are found, you then break the beam into pieces. The location and number of external forces on the member determine the number and location of these pieces. The first piece always starts from one end and ends anywhere before the first external force.
Step 3: Compute shear forces and moments - first piece[edit]
Free-body diagram of segment 1
Let V1 and M1 be the shear force and bending moment respectively in a cross-section of the first beam segment. As the section of the beam moves towards the point of application of the external force the magnitudes of the shear force and moment may change. This makes the shear force and bending moment a function of the position of cross-section (in this example x).
By summing the forces along this segment and summing the moments, the equations for the shear force and bending moment are obtained. These equations are:
∑ F = − 10 − V 1 = 0 {\displaystyle \sum F=-10-V_{1}=0}
and
∑ M A = − V 1 x + M 1 = 0 . {\displaystyle \sum M_{A}=-V_{1}x+M_{1}=0\,.}
Therefore,
V 1 = − 10 and M 1 = − 10 x . {\displaystyle V_{1}=-10\quad {\text{and}}\quad M_{1}=-10x\,.}
Step 4: Compute shear forces and moments - second piece[edit]
Free-body diagram of segment 2
Taking the second segment, ending anywhere before the second internal force, we have
∑ F = − 10 + R a − ( 1 ) ( x − 10 ) − V 2 = 0 {\displaystyle \sum F=-10+R_{a}-(1)(x-10)-V_{2}=0}
and
∑ M A = R a ( 10 ) − ( 1 ) ( x − 10 ) ( x + 10 ) 2 − V 2 x + M 2 = 0 . {\displaystyle \sum M_{A}=R_{a}(10)-(1)(x-10){\frac {(x+10)}{2}}-V_{2}x+M_{2}=0\,.}
Therefore,
V 2 = R a − x and M 2 = − 50 + R a ( x − 10 ) − x 2 2 . {\displaystyle V_{2}=R_{a}-x\quad {\text{and}}\quad M_{2}=-50+R_{a}(x-10)-{\frac {x^{2}}{2}}\,.}
Notice that because the shear force is in terms of x, the moment equation is squared. This is due to the fact that the moment is the integral of the shear force. The tricky part of this moment is the distributed force. Since the force changes with the length of the segment, the force will be multiplied by the distance after 10 ft. i.e. (x-10) the moment location is defined in the middle of the distributed force, which is also changing. This is where (x+10)/2 is derived from.
Alternatively, we can take moments about the cross-section to get
∑ M A = 10 x − R a ( x − 10 ) + ( 1 ) ( x − 10 ) ( x − 10 ) 2 + M 2 = 0 . {\displaystyle \sum M_{A}=10x-R_{a}(x-10)+(1)(x-10){\frac {(x-10)}{2}}+M_{2}=0\,.}
Again, in this case,
M 2 = − 50 + R a ( x − 10 ) − x 2 2 . {\displaystyle M_{2}=-50+R_{a}(x-10)-{\frac {x^{2}}{2}}\,.}
Step 5: Compute shear forces and moments - third piece[edit]
Free-body diagram of segment 3
Taking the third segment, and summing forces, we have
− 10 + R a + R b − ( 1 ) ( 15 ) − V 3 = 0 {\displaystyle -10+R_{a}+R_{b}-(1)(15)-V_{3}=0}
and summing moments about the cross-section, we get
( 10 ) ( x ) − R a ( x − 10 ) − R b ( x − 25 ) + ( 1 ) ( 15 ) ( x − 17.5 ) + M 3 = 0 . {\displaystyle (10)(x)-R_{a}(x-10)-R_{b}(x-25)+(1)(15)(x-17.5)+M_{3}=0\,.}
Therefore,
V 3 = 25 − R a − R b = R c {\displaystyle V_{3}=25-R_{a}-R_{b}=R_{c}}
and
M 3 = 262.5 + R a ( x − 10 ) + R b ( x − 25 ) − 25 x = − 675 + R a ( 30 − 0.6 x ) − M c ( 1 − 0.04 x ) + 12.5 x . {\displaystyle M_{3}=262.5+R_{a}(x-10)+R_{b}(x-25)-25x=-675+R_{a}(30-0.6x)-M_{c}(1-0.04x)+12.5x\,.}
Notice that the distributed force can now be considered one force of 15 kips acting in the middle of where it is positioned.
Step 6: Compute shear forces and moments - fourth piece[edit]
Free-body diagram of segment 4
Taking the fourth and final segment, a balance of forces gives
− 10 + R a + R b − ( 1 ) ( 15 ) − V 4 = 0 {\displaystyle -10+R_{a}+R_{b}-(1)(15)-V_{4}=0}
and a balance of moments around the cross-section leads to
( 10 ) ( x ) − R a ( x − 10 ) − R b ( x − 25 ) + ( 1 ) ( 15 ) ( x − 17.5 ) − 50 + M 4 = 0 . {\displaystyle (10)(x)-R_{a}(x-10)-R_{b}(x-25)+(1)(15)(x-17.5)-50+M_{4}=0\,.}
Solving for V4 and M4, we have
V 4 = 25 − R a − R b = R c {\displaystyle V_{4}=25-R_{a}-R_{b}=R_{c}}
and
M 4 = 312.5 + R a ( x − 10 ) + R b ( x − 25 ) − 25 x = − 625 + R a ( 30 − 0.6 x ) + M c ( 0.04 x − 1 ) + 12.5 x . {\displaystyle M_{4}=312.5+R_{a}(x-10)+R_{b}(x-25)-25x=-625+R_{a}(30-0.6x)+M_{c}(0.04x-1)+12.5x\,.}
By plotting each of these equations on their intended intervals, you get the bending moment and shear force diagrams for this beam. In particular, at the clamped end of the beam, x = 50 and we have
M 4 = M c = − 937.5 + 40 R a + 25 R b . {\displaystyle M_{4}=M_{c}=-937.5+40R_{a}+25R_{b}\,.}
Step 7: Compute deflections of the four segments[edit]
We now use the Euler-Bernoulli beam theory to compute the deflections of the four segments. The differential equation that relates the beam deflection (w) to the bending moment (M) is
d 2 w d x 2 = − M E I {\displaystyle {\frac {d^{2}w}{dx^{2}}}=-{\frac {M}{EI}}}
where E is the Young's modulus and I is the area moment of inertia of the beam cross-section.
Substituting the expressions for M1, M2, M3, M4 into the beam equation and solving for the deflection gives us
w 1 = 5 3 E I x 3 + C 1 + C 2 x w 2 = 1 24 E I x 2 [ x 2 + 600 − 4 R a ( x − 30 ) ] + C 3 + C 4 x w 3 = 1 100 E I [ x 3 3 ( − 625 + 30 R a − 2 M c ) − 50 x 2 ( − 675 + 30 R a − M c ) ] + C 5 + C 6 x w 4 = 1 100 E I [ x 3 3 ( − 625 + 30 R a − 2 M c ) − 50 x 2 ( − 625 + 30 R a − M c ) ] + C 7 + C 8 x {\displaystyle {\begin{aligned}w_{1}&={\frac {5}{3EI}}\,x^{3}+C_{1}+C_{2}\,x\\w_{2}&={\frac {1}{24EI}}\,x^{2}\,\left[x^{2}+600-4R_{a}(x-30)\right]+C_{3}+C_{4}\,x\\w_{3}&={\frac {1}{100EI}}\left[{\frac {x^{3}}{3}}(-625+30R_{a}-2M_{c})-50x^{2}(-675+30R_{a}-M_{c})\right]+C_{5}+C_{6}\,x\\w_{4}&={\frac {1}{100EI}}\left[{\frac {x^{3}}{3}}(-625+30R_{a}-2M_{c})-50x^{2}(-625+30R_{a}-M_{c})\right]+C_{7}+C_{8}\,x\end{aligned}}}
Step 8: Apply boundary conditions[edit]
Now we will apply displacement boundary conditions for the four segments to determine the integration constants.
For the fourth segment of the beam, we consider the boundary conditions at the clamped end where w4 = dw/dx = 0 at x = 50. Solving for C7 and C8 gives
C 7 = − 1250 3 E I ( − 625 + M c + 30 R a ) and C 8 = 125 E I ( − 125 + 6 R a ) . {\displaystyle C_{7}=-{\frac {1250}{3EI}}(-625+M_{c}+30R_{a})\quad {\text{and}}\quad C_{8}={\frac {125}{EI}}(-125+6R_{a})\,.}
Therefore, we can express w4 as
w 4 = − 1 300 E I ( x − 50 ) 2 [ − 5 ( 6 R a − 125 ) ( x − 50 ) + 2 M c ( x + 25 ) ] . {\displaystyle w_{4}=-{\frac {1}{300EI}}(x-50)^{2}\left[-5(6R_{a}-125)(x-50)+2M_{c}(x+25)\right]\,.}
Now, w4 = w3 at x = 37.5 (the point of application of the external couple). Also, the slopes of the deflection curves at this point are the same, i.e., dw4/dx = dw3/dx. Using these boundary conditions and solving for C5 and C6, we get
C 5 = − 625 12 E I ( − 5675 + 8 M c + 240 R a ) and C 6 = 250 E I ( 3 R a − 70 ) . {\displaystyle C_{5}=-{\frac {625}{12EI}}(-5675+8M_{c}+240R_{a})\quad {\text{and}}\quad C_{6}={\frac {250}{EI}}\left(3R_{a}-70\right)\,.}
Substitution of these constants into the expression for w3 gives us
w 3 = 1 300 E I [ 30 R a ( − 50 + x ) 3 − 2 M c ( − 50 + x ) 2 ( 25 + x ) − 625 ( − 141875 + x ( 8400 + ( − 162 + x ) x ) ) ] . {\displaystyle {\begin{aligned}w_{3}={\frac {1}{300EI}}{\Bigl [}&30R_{a}(-50+x)^{3}-2M_{c}(-50+x)^{2}(25+x)-\\&625(-141875+x(8400+(-162+x)x)){\Bigr ]}\,.\end{aligned}}}
Similarly, at the support between segments 2 and 3 where x = 25, w3 = w2 and dw3/dx = dw2/dx. Using these and solving for C3 and C4 gives
C 3 = − 3125 24 E I ( − 1645 + 4 M c + 64 R a ) and C 4 = 25 12 E I ( − 40325 + 6 M c + 120 R a ) . {\displaystyle C_{3}=-{\frac {3125}{24EI}}(-1645+4M_{c}+64R_{a})\quad {\text{and}}\quad C_{4}={\frac {25}{12EI}}\left(-40325+6M_{c}+120R_{a}\right)\,.}
Therefore,
w 2 = 1 24 E I [ − 3125 ( − 1645 + 4 M c + 64 R a ) + 50 ( − 4025 + 6 M c + 120 R a ) x + 120 ( 5 + R a ) x 2 − 4 R a x 3 + x 4 ] . {\displaystyle {\begin{aligned}w_{2}={\frac {1}{24EI}}{\Bigl [}&-3125(-1645+4M_{c}+64R_{a})+\\&50(-4025+6M_{c}+120R_{a})x+120(5+R_{a})x^{2}-4R_{a}x^{3}+x^{4}{\Bigr ]}\,.\end{aligned}}}
At the support between segments 1 and 2, x = 10 and w1 = w2 and dw1/dx = dw2/dx. These boundary conditions give us
C 1 = − 125 24 E I ( − 40145 + 100 M c + 1632 R a ) and C 2 = 25 4 E I ( − 1315 + 2 M c + 48 R a ) . {\displaystyle C_{1}=-{\frac {125}{24EI}}(-40145+100M_{c}+1632R_{a})\quad {\text{and}}\quad C_{2}={\frac {25}{4EI}}(-1315+2M_{c}+48R_{a})\,.}
Therefore,
w 1 = 5 24 E I [ 1026125 − 39450 x + 8 x 3 + 20 M c ( − 125 + 3 x ) + 480 R a ( − 85 + 3 x ) ] . {\displaystyle w_{1}={\frac {5}{24EI}}\left[1026125-39450x+8x^{3}+20M_{c}(-125+3x)+480R_{a}(-85+3x)\right]\,.}
Step 9: Solve for Mc and Ra[edit]
Because w2 = 0 at x = 25, we can solve for Mc in terms of Ra to get
M c = 175 − 7.5 R a . {\displaystyle M_{c}=175-7.5R_{a}\,.}
Also, since w1 = 0 at x = 10, expressing the deflection in terms of Ra (after eliminating Mc) and solving for Ra, gives
R a = 25.278 ⟹ M c = − 14.585 . {\displaystyle R_{a}=25.278\quad \implies \quad M_{c}=-14.585\,.}
Step 10: Plot bending moment and shear force diagrams[edit]
Free-body diagram
Shear force diagram
Bending moment diagram
We can now calculate the reactions Rb and Rc, the bending moments M1, M2, M3, M4, and the shear forces V1, V2, V3, V4. These expressions can then be plotted as a function of length for each segment.
Relationship between shear force and bending moment[edit]
It is important to note the relationship between the two diagrams. The moment diagram is a visual representation of the area under the shear force diagram. That is, the moment is the integral of the shear force. If the shear force is constant over an interval, the moment equation will be in terms of x (linear). If the shear force is linear over an interval, the moment equation will be quadratic (parabolic).
Another note on the shear force diagrams is that they show where external force and moments are applied. With no external forces, the piecewise functions should attach and show no discontinuity. The discontinuities on the graphs are the exact magnitude of either the external force or external moments that are applied. For example, at x = 10 on the shear force diagram, there is a gap between the two equations. This gap goes from -10 to 15.3. The length of this gap is 25.3, the exact magnitude of the external force at that point. At section 3 on the moment diagram, there is a discontinuity of 50. This is from the applied moment of 50 on the structure. The maximum and minimum values on the graphs represent the max forces and moments that this beam will have under these circumstances.
Relationships between load, shear, and moment diagrams[edit]
Since this method can easily become unnecessarily complicated with relatively simple problems, it can be quite helpful to understand different relations between the loading, shear, and moment diagram. The first of these is the relationship between a distributed load on the loading diagram and the shear diagram. Since a distributed load varies the shear load according to its magnitude it can be derived that the slope of the shear diagram is equal to the magnitude of the distributed load. The relationship between distributed load and shear force magnitude is:[3]
d Q d x = − q {\displaystyle {\frac {dQ}{dx}}=-q}
Some direct results of this is that a shear diagram will have a point change in magnitude if a point load is applied to a member, and a linearly varying shear magnitude as a result of a constant distributed load. Similarly it can be shown that the slope of the moment diagram at a given point is equal to the magnitude of the shear diagram at that distance. The relationship between distributed shear force and bending moment is:[4]
d M d x = Q {\displaystyle {\frac {dM}{dx}}=Q}
A direct result of this is that at every point the shear diagram crosses zero the moment diagram will have a local maximum or minimum. Also if the shear diagram is zero over a length of the member, the moment diagram will have a constant value over that length. By calculus it can be shown that a point load will lead to a linearly varying moment diagram, and a constant distributed load will lead to a quadratic moment diagram.
Practical considerations[edit]
In practical applications the entire stepwise function is rarely written out. The only parts of the stepwise function that would be written out are the moment equations in a nonlinear portion of the moment diagram; this occurs whenever a distributed load is applied to the member. For constant portions the value of the shear and/or moment diagram is written right on the diagram, and for linearly varying portions of a member the beginning value, end value, and slope or the portion of the member are all that are required.[5]
See also[edit]
Bending
Euler-Bernoulli beam theory
Bending moment
Singularity function#Example beam calculation
References[edit]
Jump up ^ Livermore C, Schmidt H, Williams J, Socrate S. "2.001 Mechanics & Materials I, Fall 2006". Lecture 5: MIT OpenCourseWare: Massachusetts Institute of Technology. Retrieved 25 October 2013.
Jump up ^ "Moment Diagram Sign Convention Poll". Eng-Tips Forum. Retrieved 25 October 2013.
Jump up ^ Emweb.unl.edu
Jump up ^ Beer, Ferdinand P.; E. Russell Johnston; John T. DeWolf (2004). Mechanics of Materials. McGraw-Hill. pp. 322–323. ISBN 0-07-298090-7.
Jump up ^ Hibbeler, R.C (1985). Structural Analysis. Macmillan. pp. 146–148.
Further reading[edit]
Cheng, Fa-Hwa. "Shear Forces and Bending Moments in Beams" Statics and Strength of Materials. New York: Glencoe, McGraw-Hill, 1997. Print.
Spotts, Merhyle Franklin, Terry E. Shoup, and Lee Emrey. Hornberger. "Shear and Bending Moment Diagrams." Design of Machine Elements. Upper Saddle River, NJ: Pearson/Prentice Hall, 2004. Print.
External links[edit]
FREE Online Shear Force and Bending Moment Diagram (SFD & BMD) Calculator. (Note: only free up to 3 point loads.)
To draw the shear and moment diagrams by writing the shear and moment equations.
To draw the shear and moment diagrams by the relationship between load, shear, and moment.
Wikiversity has learning resources about Shear Force and Bending Moment Diagrams
Wikimedia Commons has media related to Shear and moment diagram.
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I Don't Want to Set the World on Fire
From Wikipedia, the free encyclopedia
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This article needs additional citations for verification. Please help improve this article by adding citations to reliable sources. Unsourced material may be challenged and removed. (June 2018) (Learn how and when to remove this template message)
"I Don't Want to Set the World on Fire" is a 1941 pop song written by Bennie Benjamin, Eddie Durham, Sol Marcus and Eddie Seiler.
It was written in 1938,[1] but was first recorded three years later by Harlan Leonard and His Rockets.[2] It was covered by several musicians and groups, most successfully by Horace Heidt on Columbia Records, whose version reached number one on the US pop chart; and by The Ink Spots on Decca, whose version reached number 4 on the same listing. Other early versions included those by Tommy Tucker, Mitchell Ayres, and (in Britain) Vera Lynn. The song, with its lyrics starting with "I don't want to set the world on fire/ I just want to start a flame in your heart..." became especially popular after the attack on Pearl Harbor in December 1941.[3]
The song was later recorded by Betty Carter, Frankie Laine, Anthony Newley, Suzy Bogguss and others.[2]
In popular culture[edit]
The Ink Spots' rendition of "I Don't Want to Set the World on Fire" is featured prominently in Bethesda's Fallout video games, specifically in Fallout 3 and Fallout 4, and was also featured in the Academy Award-winning short film Logorama.
The song is also was used as intro in the Megadeth song "Set the World Afire" from the album So Far, So Good... So What!.
It was sampled in The Simpsons episode Treehouse of Horror 17, the fourth episode from season 18.
The opening lines were sung by the Doctor in Doctor Who 1963 - Season 8, Episode 01: Terror of the Autons: Episode One, the fourth episode from season 18, as he walked out of the Tardis.
References[edit]
Jump up ^ Don Tyler (2007). Hit Songs, 1900-1955: American Popular Music of the Pre-Rock Era. McFarland. p. 257. I Don't Want to Set the World on Fire
^ Jump up to: a b "I Don't Want to Set the World on Fire", SecondhandSongs.com. Retrieved 4 April 2017
Jump up ^ "I Don't Want To Set The World On Fire", ElectronicPoetryCenter. Retrieved 4 April 2017
This 1940s song-related article is a stub. You can help Wikipedia by expanding it.
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text:
Orange Is the New Black
From Wikipedia, the free encyclopedia
Jump to: navigation, search
Orange Is the New Black
Genre
Comedy-drama
Created by
Jenji Kohan
Based on
Orange Is the New Black: My Year in a Women's Prison
by Piper Kerman
Starring
Taylor Schilling
Laura Prepon
Michael Harney
Michelle Hurst
Kate Mulgrew
Jason Biggs
Uzo Aduba
Danielle Brooks
Natasha Lyonne
Taryn Manning
Selenis Leyva
Adrienne C. Moore
Dascha Polanco
Nick Sandow
Yael Stone
Samira Wiley
Jackie Cruz
Lea DeLaria
Elizabeth Rodriguez
Jessica Pimentel
Theme music composer
Regina Spektor
Opening theme
"You've Got Time"
Composer(s)
Scott Doherty
Brandon Jay
Gwendolyn Sanford
Country of origin
United States
Original language(s)
English (main language)
Spanish
No. of seasons
5
No. of episodes
65 (list of episodes)
Production
Executive producer(s)
Jenji Kohan
Liz Friedman (pilot)
Sara Hess
Tara Herrmann
Producer(s)
Neri Kyle Tannenbaum
Location(s)
New York
Camera setup
Single-camera
Running time
51–92 minutes
Production company(s)
Lionsgate Television
Tilted Productions
Distributor
Lionsgate Television
Netflix Streaming Services
Release
Original network
Netflix
Picture format
1080p (16:9 HDTV)
4K
Audio format
Dolby Digital Plus 5.1 with Descriptive Video Service track
Original release
July 11, 2013 (2013-07-11) – present
External links
Website
Orange Is the New Black (sometimes abbreviated to OITNB) is an American comedy-drama web television series created by Jenji Kohan for Netflix.[1][2] The series is based on Piper Kerman's memoir, Orange Is the New Black: My Year in a Women's Prison (2010), about her experiences at FCI Danbury, a minimum-security federal prison. Orange Is the New Black premiered on July 11, 2013 on the streaming service Netflix.[3] In February 2016, the series was renewed for a fifth, sixth, and seventh season.[4] The fifth season was released on June 9, 2017.[5] The series is produced by Tilted Productions in association with Lionsgate Television.
Orange Is the New Black has become Netflix's most-watched original series.[4][6] It has received critical acclaim and many accolades. For its first season, the series garnered 12 Primetime Emmy Award nominations, including Outstanding Comedy Series, Outstanding Writing for a Comedy Series, and Outstanding Directing for a Comedy Series, winning three. A new Emmy rule in 2015 forced the series to change categories from comedy to drama.[7] For its second season, the series received four Emmy nominations, including Outstanding Drama Series, and Uzo Aduba won for Outstanding Supporting Actress in a Drama Series. Orange Is the New Black is the first series to score Emmy nominations in both comedy and drama categories.[8] The series has also received six Golden Globe Award nominations, six Writers Guild of America Award nominations, a Producers Guild of America Award, an American Film Institute award, and a Peabody Award.
Contents
[hide]
1 Plot
2 Cast and characters
2.1 Main cast
2.2 Recurring cast
2.2.1 Inmates
2.2.2 Staff
2.2.3 Others
3 Production
4 Reception
4.1 Critical response
4.2 Accolades
5 Broadcast
5.1 Ratings
6 Notes
7 See also
8 References
9 Further reading
10 External links
Plot[edit]
Main article: List of Orange Is the New Black episodes
Season
Episodes
Originally released
1 13 July 11, 2013 (2013-07-11)
2 13 June 6, 2014 (2014-06-06)
3 13 June 11, 2015 (2015-06-11)
4 13 June 17, 2016 (2016-06-17)
5 13 June 9, 2017 (2017-06-09)
The series revolves around Piper Chapman (Taylor Schilling), a woman in her 30s living in New York City who is sentenced to 15 months in Litchfield Penitentiary, a minimum-security women's federal prison (initially operated by the "Federal Department of Corrections," a fictional version of the Federal Bureau of Prisons, and later acquired by Management & Correction Corporation (MCC), a private prison company) in upstate New York. Piper had been convicted of transporting a suitcase full of drug money for her girlfriend Alex Vause (Laura Prepon), an international drug smuggler. The offense had occurred 10 years prior to the start of the series and in that time Piper had moved on to a quiet, law-abiding life among New York's upper middle class. Her sudden and unexpected indictment severely disrupted her relationships with her fiancé, family and friends.
In prison, Piper is reunited with Alex (who named Piper in her trial, resulting in Piper's arrest) and they re-examine their relationship. Simultaneously, Piper must learn how to survive in prison and how to overcome its numerous, inherent struggles. Episodes often feature flashbacks of significant events from various inmates' and prison guards' pasts. These flashbacks typically explain how the inmate came to be in prison or develop the character's backstory.
The show pays close attention to how corruption, drug smuggling, funding cuts, overcrowding and guard brutality affect the prisoners' health and well-being and the prison's basic ability to fulfill its fundamental responsibilities and ethical obligations as a federal corrections institution. One of the show's key conflicts involves the prison Director of Human Activities, Joe Caputo, whose efforts and aims as a warden constantly conflict with the business interests of MCC, which acquired the facility when it was about to be shut down.
Cast and characters[edit]
Main article: List of Orange Is the New Black characters
Main cast[edit]
Taylor Schilling as Piper Chapman, inmate
Laura Prepon as Alex Vause, inmate
Michael Harney as Sam Healy, correctional officer[a]
Michelle Hurst as Miss Claudette Pelage, inmate (season 1)
Kate Mulgrew as Galina "Red" Reznikov, inmate
Jason Biggs as Larry Bloom, Piper's fiancé (season 1–2, guest season 5)
Uzo Aduba as Suzanne "Crazy Eyes" Warren, inmate
Danielle Brooks as Tasha "Taystee" Jefferson, inmate
Natasha Lyonne as Nicky Nichols, inmate
Taryn Manning as Tiffany "Pennsatucky" Doggett, inmate
Selenis Leyva as Gloria Mendoza, inmate
Adrienne C. Moore as Cindy "Black Cindy" Hayes, inmate
Dascha Polanco as Dayanara "Daya" Diaz, inmate
Nick Sandow as Joe Caputo, Director of Human Activities, later Warden
Yael Stone as Lorna Morello, inmate
Samira Wiley as Poussey Washington, inmate (seasons 1–4, guest season 5)
Jackie Cruz as Marisol "Flaca" Gonzales, inmate
Lea DeLaria as Carrie "Big Boo" Black, inmate
Elizabeth Rodriguez as Aleida Diaz, former inmate
Jessica Pimentel as Maria Ruiz, inmate
Recurring cast[edit]
Main article: List of recurring Orange Is the New Black characters
Inmates[edit]
Laverne Cox as Sophia Burset
Annie Golden as Norma Romano
Laura Gómez as Blanca Flores
Diane Guerrero as Maritza Ramos
Vicky Jeudy as Janae Watson
Julie Lake as Angie Rice
Emma Myles as Leanne Taylor
Abigail Savage as Gina Murphy
Constance Shulman as Erica "Yoga" Jones
Lori Tan Chinn as Mei Chang
Tamara Torres as Gerrman "Weeping Woman"
Lin Tucci as Anita DeMarco
Beth Fowler as Sister Jane Ingalls (seasons 1-4)
Barbara Rosenblat as Rosa "Miss Rosa" Cisneros (seasons 1–2, guest season 3)
Madeline Brewer as Tricia Miller (season 1)
Kimiko Glenn as Brook Soso (season 2–present)
Dale Soules as Frieda Berlin (season 2–present)
Lori Petty as Lolly Whitehill (seasons 2–4)
Lorraine Toussaint as Yvonne "Vee" Parker (season 2)
Emily Althaus as Maureen Kukudio (season 3–present)
Blair Brown as Judy King (season 3–present)
Ruby Rose as Stella Carlin (seasons 3–4)
Rosal Colon as Carmen "Ouija" Aziza (season 4–present)
Francesca Curran as Helen Van Maele (season 4–present)
Daniella De Jesus as "Zirconia" Cabrera (season 4–present)
Asia Kate Dillon as Brandy Epps (season 4–present)
Shannon Esper as Alana Dwight (season 4–present)
Arianda Fernandez as Michelle Carreras (season 4–present)
Kelly Karbacz as Kasey Sankey (season 4–present)
Miriam Morales as Ramona "Pidge" Contreras (season 4–present)
Jolene Purdy as Stephanie Hapakuka (season 4–present)
Amanda Stephen as Alison Abdullah (season 4–present)
Staff[edit]
Catherine Curtin as Wanda Bell
Joel Marsh Garland as Scott O'Neill
Matt Peters as Joel Luschek
Alysia Reiner as Natalie "Fig" Figueroa
Brendan Burke as Wade Donaldson (seasons 1-4)
Lolita Foster as Eliqua Maxwell (seasons 1–3)
Germar Terrell Gardner as Charles Ford (seasons 1–3)
Matt McGorry as John Bennett (seasons 1–3)
Pablo Schreiber as George "Pornstache" Mendez (seasons 1–3, guest season 5)
Lauren Lapkus as Susan Fischer (seasons 1–2)
Alan Aisenberg as Baxter "Gerber" Bayley (season 3–present)
Beth Dover as Linda Ferguson / "Amelia Von Barlow" (season 3–present)
Jimmy Gary Jr. as Felix Rikerson (season 3–present)
James McMenamin as Charlie "Donuts" Coates (season 3–present)
Mike Birbiglia as Danny Pearson (seasons 3-4)
Marsha Stephanie Blake as Berdie Rogers (season 3)
Nick Dillenburg as Ryder Blake (season 4–present)
Evan Arthur Hall as Stratman (season 4–present)
Mike Houston as Lee Dixon (season 4–present)
Brad William Henke as Desi Piscatella (seasons 4–5)
John Palladino as Josh (season 4–present)
Emily Tarver as Artesian McCullough (season 4–present)
Michael Torpey as Thomas "Humps" Humphrey (seasons 4–5)
Others[edit]
Michael Chernus as Cal Chapman (seasons 1–4)
Tanya Wright as Crystal Burset (seasons 1–4)
Tracee Chimo as Neri Feldman (seasons 1–3)
Berto Colon as Cesar (seasons 1–3, 5)
Deborah Rush as Carol Chapman (seasons 1–3, 5)
Maria Dizzia as Polly Harper (seasons 1–2)
Ian Paola as Yadriel (season 2–present)
John Magaro as Vince Muccio (season 3–present)
Mary Steenburgen as Delia Powell-Mendez (season 3, guest season 5)
Production[edit]
The series cast at The Paley Center For Media's PaleyFest 2014 event honoring the show
Show creator Jenji Kohan read Piper Kerman's memoir after a friend sent it to her. She then set up a meeting with Kerman to pitch her on a TV adaptation, which she notes she "screwed up" as she spent most of the time asking Kerman about her experiences she described in the book rather than selling her on the show. This appealed to Kerman as it let her know that she was a fan and she signed off on the adaptation.[9] Kohan would later go on to describe the main character, Piper Chapman, as a "trojan horse" for the series, allowing it to focus on characters whose demographics would not normally be represented on TV.[10]
In July 2011, it was revealed that Netflix was in negotiations with Lionsgate for a 13-episode TV adaptation of Kerman's memoirs with Kohan as creator.[11] In November 2011, negotiations were finalized and the series had been greenlit.[12] Casting announcements began in August 2012 with Taylor Schilling, the first to be cast, in the lead role as Piper Chapman,[13] followed by Jason Biggs as Piper's fiancé Larry Bloom.[14]
Laura Prepon and Yael Stone were next to join the series.[2] Abigail Savage, who plays Gina, and Alysia Reiner, who plays Fig, had auditioned for role of Alex Vause.[9][15] Prepon initially auditioned for Piper Chapman,[16] however Kohan felt she would not worry about her [in prison], noting a "toughness and a presence to her that wasn’t right for the character." Kohan instead gave her the role of Alex.[9] Stone had originally auditioned for the role of Nicky Nichols, but she was not considered "tough enough" for the character;[17] she was asked to audition for Lorna Morello instead.[18] Likability was important for Morello, whom casting director Jen Euston deemed "a very helpful, nice, sweet Italian girl."[18] Laverne Cox, a black transgender woman, was cast as Sophia Burset, a transgender character. The Advocate touted Orange Is the New Black as possibly the first women-in-prison narrative to cast a transgender woman for this type of role.[19] Natasha Lyonne was to audition for Alex, but was asked to read for the character Nicky Nichols; "[Kohan knew] she could do Nicky with her eyes closed. She was perfect," said Euston.[18] Uzo Aduba read for the part of Janae Watson but was offered the character Suzanne "Crazy Eyes" Warren.[18][20] Taryn Manning was offered the role of Tiffany "Pennsatucky" Doggett.[18] This American Life host Ira Glass was offered a role as a public radio host, but he declined. The role instead went to Robert Stanton, who plays the fictional host Maury Kind.[21]
The series is set in a fictional prison in Litchfield, New York, which is a real town in upstate New York, but it does not have a federal penitentiary.[22] The series began filming in the old Rockland Children's Psychiatric Center in Rockland County, New York, on March 7, 2013.[23] The title sequence features photos of real former female prisoners including Kerman herself.[24]
On June 27, 2013, prior to the series premiere, Netflix renewed the show for a second season consisting of 13 episodes.[25] For the second season, Uzo Aduba, Taryn Manning, Danielle Brooks, and Natasha Lyonne were promoted to series regulars.[26] Laura Prepon did not return as a series regular for a second season because of scheduling conflicts, but returned for season 3 as a regular.[27] On May 5, 2014, the series was renewed for a third season, as revealed by actress Laura Prepon.[28] For the third season, several actors were promoted to series regulars, including Selenis Leyva, Adrienne C. Moore, Dascha Polanco, Nick Sandow, Yael Stone, and Samira Wiley.[29] Both Jason Biggs and Pablo Schreiber were confirmed as not returning for the third season, but Schreiber appeared in the 10th episode of the third season.[30][31][32] The series was renewed for a fourth season on April 15, 2015, prior to its third-season premiere.[33][34] For the fourth season, Jackie Cruz and Lea DeLaria were promoted to series regulars; with Elizabeth Rodriguez also being promoted by the season's sixth episode.[35] On February 5, 2016, the series was renewed for a fifth, sixth and seventh season.[4]
Reception[edit]
Critical response[edit]
Season
Critical response
Rotten Tomatoes
Metacritic
1 93% (40 reviews) 79 (32 reviews)
2 98% (42 reviews) 89 (31 reviews)
3 96% (24 reviews) 83 (53 reviews)
4 95% (39 reviews) 86 (19 reviews)
5 74% (35 reviews) 67 (20 reviews)
Members of the cast and crew with their Peabody Award, May 2014
Orange Is the New Black has received critical acclaim. It has been particularly praised for humanizing prisoners[36][37] and for its depiction of race, sexuality, gender and body types.[38][39][40][41][42][43][44]
The first season received positive reviews from critics. Review aggregator Metacritic gave it a weighted average score of 79 out of 100 based on reviews from 32 critics, indicating favorable reviews.[45] On Rotten Tomatoes, season one has a 93% approval rating based on 40 reviews, with an average rating of 8.2 out of 10 . The site's critical consensus is "Orange Is the New Black is a sharp mix of black humor and dramatic heft, with interesting characters and an intriguing flashback structure."[46]
Hank Stuever, television critic for The Washington Post, gave Orange Is the New Black a perfect score. In his review of the series, he stated: "In Jenji Kohan's magnificent and thoroughly engrossing new series, Orange Is the New Black, prison is still the pits. But it is also filled with the entire range of human emotion and stories, all of which are brought vividly to life in a world where a stick of gum could ignite either a romance or a death threat."[47] Maureen Ryan, of The Huffington Post, wrote: "Orange is one of the best new programs of the year, and the six episodes I've seen have left me hungry to see more."[48]
The second season also received critical acclaim. Rotten Tomatoes gave a rating of 98%, with an average rating of 9.1 out of 10 based on 42 reviews. The site's critical consensus reads: "With a talented ensemble cast bringing life to a fresh round of serial drama, Orange Is the New Black's sophomore season lives up to its predecessor's standard for female-led television excellence.[49] Metacritic gave the second season a score of 89 out of 100 based on 31 critics, indicating "universal acclaim."[50] David Wiegland of the San Francisco Chronicle gave the season a positive review, calling the first six episodes "not only as great as the first season, but arguably better."[51]
The third season received critical acclaim. On Metacritic, it has a score of 83 out of 100 based on 24 reviews.[52] On Rotten Tomatoes, it has a 96% rating with an average score of 8.2 out of 10 based on 53 reviews. The site's critical consensus reads: "Thanks to its blend of potent comedy and rich character work, Orange is the New Black remains a bittersweet pleasure in its third season."[53]
The fourth season received critical acclaim. On Metacritic, it has a score of 86 out of 100 based on 19 reviews.[54] On Rotten Tomatoes, it has a 95% rating with an average score of 8.6 out of 10 based on 39 reviews. The site's critical consensus reads: "Orange is the New Black is back and better than ever, with a powerful fourth season full of compelling performances by the ensemble cast."[55] James Poniewozik of The New York Times reviewed the fourth season as "Do you measure the quality of a TV season as a beginning-to-end average or by how well it ends? By the first yardstick, Season 4 is ambitious but uneven; by the latter, it's the series' best."[56]
The fifth season has received "generally favorable reviews".[57] On Metacritic, it has a score of 67 out of 100 based on 20 reviews.[57] On Rotten Tomatoes, it has a 76% rating with an average score of 7.47 out of 10 based on 33 reviews.[58]
Accolades[edit]
Main article: List of accolades received by Orange Is the New Black
Orange Is the New Black has received many accolades since its debut. The series has garnered 16 Emmy Award nominations and four wins. For its first season, it received 12 Emmy Award nominations, including Outstanding Comedy Series, Outstanding Writing for a Comedy Series, and Outstanding Directing for a Comedy Series, winning three.[59] Taylor Schilling received a Golden Globe Award nomination for Best Actress in a Television Series – Drama.[60] In 2013, the American Film Institute selected the series as one of the Top 10 Television Programs of the Year.[61]
A new Emmy rule in 2015, classifying half-hour shows as comedies and hour-long shows as dramas, forced the series to change categories from comedy to drama for its second season.[62] That year, the series received four Emmy nominations, including Outstanding Drama Series, and Aduba won her second Emmy Award, for Outstanding Supporting Actress in a Drama Series.[59] Orange Is the New Black became the first series to receive Emmy nominations in both comedy and drama categories.[8] For its second season, the series also received three Golden Globe Award nominations: Best Television Series – Musical or Comedy, Best Actress – Television Series Musical or Comedy for Schilling, and Best Supporting Actress – Series, Miniseries or Television Film for Aduba. At the 21st Screen Actors Guild Awards, the series won Outstanding Performance by an Ensemble in a Comedy Series and Aduba won Outstanding Performance by a Female Actor in a Comedy Series.[63]
For its third season, Orange Is the New Black won Screen Actors Guild Awards for Outstanding Performance by an Ensemble in a Comedy Series and Outstanding Performance by a Female Actor in a Comedy Series (Aduba).[64] It received a Golden Globe Award nomination for Best Television Series – Musical or Comedy.[60] The series has also received, among other accolades, six Writers Guild of America Award nominations,[65] five Satellite Awards,[66][67] four Critics' Choice Television Awards,[68][69] a GLAAD Media Award,[70] an American Cinema Editors Award,[71] a Producers Guild of America Award,[72] and a Peabody Award.[73]
Broadcast[edit]
Netflix is famously tight-fisted when it comes to offering up viewership data about its original series. But execs with the streaming giant have repeatedly confirmed that OITNB is its most-watched original series. That has been backed up by the efforts of outside measurement companies to track viewing in the Netflix eco-system.
—Variety[4]
The series began airing on broadcast television in New Zealand on TV2 on August 19, 2013.[74] It premiered in Australia on October 9, 2013, on Showcase.[75] The second season began on Showcase on July 16, 2014,[76] and the third season premiered on June 11, 2015.[77] The first season began airing on broadcast television in the UK on Sony Channel from April 19, 2017.[78]
In April 2017, it was reported that a cybercriminal had stolen the first ten episodes of the fifth season in a security breach of a post-production company. Netflix failed to respond to ransom demands, and the cybercriminal leaked the episodes online. Netflix confirmed the security breach and an ongoing investigation by federal law enforcement.[79][80] Multichannel News reported that demand for the series significantly increased over the seven-day period following the leak of the episodes. It was also said that the leak would likely cause a decrease in demand for the fifth season when Netflix releases it in June.[81]
Ratings[edit]
Orange Is the New Black generated more viewers and hours viewed in its first week than the other top Netflix original series House of Cards and Arrested Development.[82][83] In October 2013, Netflix stated that the show is a "tremendous success" for the streaming platform. "It will end the year as our most watched original series ever and, as with each of our other previously launched originals, enjoys an audience comparable with successful shows on cable and broadcast TV."[84][85] As reported in February 2016, Orange Is the New Black remains Netflix's most-watched original series.[4][6][86] In 2016, a New York Times study of the 50 TV shows with the most Facebook Likes found that Orange Is the New Black is one of the shows most watched in urban areas, and despite its "minority-rich ensemble cast," the series "appeals more to a white audience."[87]
Notes[edit]
Jump up ^ Michael J. Harney was credited as main cast for season 5 but did not make a single appearance.
See also[edit]
Incarceration of women in the United States
Prison–industrial complex
List of dramatic television series with LGBT characters
List of LGBT characters in television and radio
References[edit]
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^ Jump up to: a b c d e Littleton, Cynthia (February 5, 2016). "'Orange Is the New Black' Renewed For 3 Seasons By Netflix". Variety. Retrieved February 5, 2016.
Jump up ^ Schwartz, Ryan (February 8, 2017). "Orange Is the New Black Season 5 Set for June Release at Netflix". TVLine. Retrieved February 8, 2017.
^ Jump up to: a b Denham, Jess (February 5, 2016). "Netflix renews Orange is the New Black for three more series". The Independent.
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^ Jump up to: a b c Radish, Christina (July 7, 2013). "Creator Jenji Kohan Talks ORANGE IS THE NEW BLACK, Her Research Into Prison Life, and Graphic Sex Scenes". Collider. Retrieved May 3, 2016.
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Jump up ^ Miller, Gregory E. (July 23, 2014). "'Pornstache' out ahead of 'Orange' season 3". New York Post. Retrieved June 11, 2015.
Jump up ^ Huggins, Sarah (June 13, 2015). "Pablo Schreiber's Pornstache has an 'OITNB' Season 3 surprise in store for fans". Zap2it. Retrieved July 1, 2015.
Jump up ^ Bibel, Sara (April 15, 2015). "'Orange Is The New Black' Renewed for Season 4 by Netflix". TV by the Numbers. Retrieved April 15, 2015.
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Jump up ^ Abramson, Seth (July 26, 2013). "How 'Orange Is the New Black' humanizes inmates". The Washington Post. Retrieved September 2, 2015.
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Jump up ^ Ross, L.A. (March 15, 2014). "'Orange Is the New Black' Cast Dishes on Prison Sex, Women Calling the Shots, and What Red Did". TheWrap. Retrieved September 2, 2015.
Jump up ^ Gennis, Sadie (July 24, 2013). "Trans Actress Laverne Cox Breaks New Ground with Orange Is the New Black". TV Guide. Retrieved September 2, 2015.
Jump up ^ Schroeder, Audra (August 5, 2013). "How "Orange Is the New Black" changed the way we talk about TV". The Daily Dot. Retrieved September 2, 2015.
Jump up ^ Poniewozik, James (July 25, 2013). "Dead Tree Alert: Orange Is the New Black Is the New Way of Talking About TV". Time. Retrieved September 2, 2015.
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Jump up ^ Perlroth, Nicole; Haag, Matthew (April 29, 2017). "Hacker Leaks Episodes From Netflix Show and Threatens Other Networks". The New York Times. Retrieved April 30, 2017.
Jump up ^ Baumgartner, Jeff (May 10, 2017). "Demand for 'Orange Is the New Black' Spiked Following Hack". Multichannel News. Retrieved May 11, 2017.
Jump up ^ Greenwald, Andy (June 4, 2014). "Brilliant 'Orange'". Grantland. Retrieved September 1, 2015.
Jump up ^ Kafka, Peter (July 23, 2013). "Netflix's No-Name Show Beating "House of Cards" and "Arrested Development"". All Things Digital. Retrieved December 10, 2013.
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Jump up ^ Hernandez, Brian Anthony (October 21, 2013). "'Orange Is the New Black' Is Netflix's Most-Watched Original Series". Mashable. Retrieved April 19, 2016.
Jump up ^ Smith, Nigel M (February 5, 2016). "Orange is the New Black renewed for three additional seasons". The Guardian. Retrieved April 19, 2016.
Jump up ^ Katz, Josh (December 27, 2016). "'Duck Dynasty' vs. 'Modern Family': 50 Maps of the U.S. Cultural Divide". The New York Times. Retrieved December 28, 2016.
Further reading[edit]
Weatherford Millette, Sarah. "The Representation of Latinas in Orange Is the New Black." MA Thesis. George Mason University, 2015.
Piper Kerman On Her Story That Inspired The Netflix Series Orange Is The New Black. June 2014. The Diane Rehm Show.
External links[edit]
Wikimedia Commons has media related to Orange Is the New Black.
Wikiquote has quotations related to: Orange Is the New Black
Official website
Orange Is the New Black on IMDb
[show]
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Piper Chapman
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Crazy Eyes
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Miss Rosa
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Seasons
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Orange Is the New Black: My Year in a Women's Prison
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Screen Actors Guild Award for Outstanding Performance by an Ensemble in a Comedy Series (2010–2019)
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Modern Family, season 2/season 3 (2011): Anderson-Emmons, Bowen, Burrell, Ferguson, Gould, Hyland, O'Neill, Rodriguez, Stonestreet, Vergara, Winter
Modern Family, season 3/season 4 (2012): Anderson-Emmons, Bowen, Burrell, Ferguson, Gould, Hyland, O'Neill, Rodriguez, Stonestreet, Vergara, Winter
Modern Family, season 4/season 5 (2013): Anderson-Emmons, Bowen, Burrell, Ferguson, Gould, Hyland, O'Neill, Rodriguez, Stonestreet, Vergara, Winter
Orange Is the New Black, season 2 (2014): Aduba, Biggs, Brooks, Cox, Cruz, Curtin, DeLaria, Fowler, Freeman, Gardner, Glenn, Golden, Guerrero, Harney, Jeudy, Lake, Lapkus, Leyva, Lyonne, Manning, Marsh Garland, McGorry, Moore, Mulgrew, Myles, Pimentel, Polanco, Reiner, Roberts, Rodriguez, Rosenblat, Sandow, Savage, Schilling, Shulman, Soules, Stone, Toussaint, Tucci, Wiley
Orange Is the New Black, season 3 (2015): Aduba, Birbiglia, Blake, Brooks, Cox, Cruz, Curtin, DeLaria, Fowler, Glenn, Golden, Guerrero, Harney, Jeudy, Leyva, Manning, Marsh Garland, Moore, Mulgrew, Myles, Peters, Petty, Pimentel, Polanco, Prepon, Rodriguez, Rose, Sandow, Savage, Schilling, Shulman, Soules, Stone, Wiley
Orange Is the New Black, season 4 (2016): Aduba, Aisenberg, Brooks, Brown, Cruz, DeLaria, Dover, Glenn, Golden, Gómez, Guerrero, Harney, Henke, Jeudy, Lake, Leyva, Lyonne, Manning, McMenamin, Moore, Mulgrew, Myles, Peters, Petty, Pimentel, Polanco, Prepon, Purdy, Rodriguez, Sandow, Savage, Schilling, Shulman, Soules, Stone, Tucci, Wiley
Veep, season 6 (2017): Bakkedahl, Chlumsky, Cole, Colin, Dunn, DuVall, Franklin, Hale, Louis-Dreyfus, Richardson, Scheer, Scott, Simons, Sutherland, Walsh
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