Exsa Analyze the frame shown using Consistent.defor.method Cassume re dundants areCx cund Cy)GL ConstartTo kN/mThe Freme is Indet..the 2nd degre.50kN.->to-8x-Attim5m

Method of Consistent Deformations (Flexibility Method): Consider the free body diagram of the given…

Answered: Censistentdefor. Ex5n Analyze the frame…

Censistentdefor. Ex5n Analyze the frame shown. method Cassume re dundants are using Cx cund Cy) GL Constard To kN/m The Freme is Indet. 50kN. -> to 4he 2nd degree -8-X 5m to

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Determine the bar force member CD. All interior angles are 60 degrees. 1.5 kN 3 KN ... 2 kN F 1.5 m…

Q: 10.) A line XY is to be set out from point X using a 30 m steel tape. The horizontal length of XY…

A: Given data -Tape length (l) = 30 m Horizontal distance of XY (D) = 20.000 m Standardized lenght of…

Q: INFL. LINE FOR RA VD, MA 'D IS MID PT. BET. A 48.

A: We can solve it by using muller bresleu's principle To draw Influence Line Diagram (ILD) for…

Q: H.W 20 kN 12 kN/m Sm 10 AN Sm m

A: Moment distribution method: The moment distribution method is presented by Professor Hardy Cross.…

Q: 15. Locate the centroid of the composite area. a. (40.89mm, 107.05mm) b. (30.89mm, 117.05mm) Down c.…

Q: M- 12 (25L - 40L2x2 + 16x*) Ely- 960L WL SwL 192EI WoL -8,- WL 120EI 60EI for 0<x < 6. ML L.

A: Find maximum deflection of given beam

Q: (3) Determine the displacement of point B for the following tapered beam. (The Modulus of Elasticity…

A: A cantilever beam of length = 4mThe beam is loaded with a point load of 20 kN at its free end.The…

Q: FROBLEM. For He gien pro ppad beam, determine 4The deffectign at the mitspan. 2 braw the Shear &…

A: To determine support reactions in propped cantilever beam, we have to consider zero deflection at…

Q: Q2:- A rectangular gate AB in Fig is I m long and 1.Sm wide into the paper, hinged at 4, and resting…

A: formula to find force exerted on flat plates immersed in the water F=γAhγ= unit weight of liquidA=…

Q: kindly please help me answer this problem. please be accurate and detailed with the solution, and…

A: Given : Weight of tape = 2.124 kg Modulus of Elasticity of tape, E = 2.0835 * 10^6 kg/cm2 Density of…

Q: The deffectign at the mitspan. 2 braw the Shear & Momept diagrams Uise E=50Xid2 Nm2

Q: Ex! 2 Design a round spiral Glumn to support on axial dead lod Polof 1090KN and an oxial live load…

A: Spiral column reinforcement : Diameter : i) 14*ϕLL ii) 6 mm Take maximum of above ϕLL is the…

Q: As far as necessary, work from first principles and show that for a wide rectangular channel 10 1- 3…

Q: Take F(-8k) kN. (Figure 1) Figure 2 m E 3m B 2m 1 of 1 2m C

A: Note: As per the company policy, the maximum sub parts of a question that can be answered in a…

Q: Please include steps and show all work. Round final answer to 3 sig figs

Q: Find the di ffrent in between A andB? pressure r.dsl.2 To.1m A+ o.4m dridst ridso.f

A: PA-PB=-1.36rw.explanation is given in below step

Q: Use the conjugate beam mathod to cltemina fr Slope and defleefion 67 point A 57 Hte Cantilavar beam…

Q: Calculate Newtons Oistance and fora metres. in in Table %o Ercor Left Reachon R Right Reochon RK…

A: Consider the given figure. Show the load in Newton.

Q: A C-channel has a dintension: OF as shown, in mm, with a thic kness of 7rmm. Determine the moment OF…

Q: Determine whether the plate is ill-arranged, geometrically unstable, statically determinate,…

Q: The bloch has a velicaty 4= armls at A ard a Velsaity Ug- 15 m/s as it parses point B on the…

Q: 2 Analyze the fallaweing beam by nsiny ultimmate Strenyth methad, found matimam tolua ofload…

A: D (overall depth) = 600mm d' (effective depth) = 60mm (assuming) d(effective depth) = D-d' = 600-60…

Q: (D.L) t g=12 kN/m (L-L) p=20 kN/m атple G=70 kN P=19 kN Given 25 N/mm2 cu E 3.00- f, = 360 N/mm²…

A: Step-1: Geometrical properties of the beam Step-2: Factored load on the beam Step-3: Bending moment…

Q: 6-3. Locate the centroid of the area. *6-4. Locate the centroid y of the area. 4 m 4 m

A: To find centroid of given curve

Q: write the equation for shear that you need to estimate the shear's magnitude at D. Estimate the…

Q: Locate the centroid y of the area.

A: To determine the y-coordinate of the centroid of the given area. The given area is bound by…

Q: Show the derivation of Maximum EIy values of Restrained Beam Loadings

A: Given data in question Fixed beam UDL Span member length Moments at ends To find out Maximum EIy…

Q: 25

Q: Hiw 3.1/Member Ac Shown in fig is subjected bo a verbicul force of 3kN. find the posibion. Xof the…

Q: Find the horizontal defleftion of joint E. E= 2,000 ksi; I= 10,000 in⁴

Q: Use geometric construction in answering this plate.

Q: DRILL: FIND THE RESULTANT OF TAE FORCES USING a METHOD OF TRIANGLE AND PARALL ELOGRAM 6.METHOD OF…

A: a)Find the resultant forces using triangle method.If three forces acting at a point, then it can be…

Q: Find the moment along S. 1,6m 50ON' 1.5m 2 m T2m R

A: Above given diagram we have to find moment about s

Q: SKN 4m 2KN 4W Find internai Forcer (or ctrecses ot members FH and Gtt bu method OF Joint 8:.098-…

A: Assume:Take the forces acing in the upward direction as positive and the forces acting in the…

Q: 96 WA Draw S.fiD and BiMiD for beam Shown by graphial me thod? Ans/ Vnnt= 29.5 lW 15W 25 W/m 3KW =…

Q: (3) Stresses a Point A 50KN 50=Ay TENE TEM 14715 2m B Between Aand B 2m 100 للاbo COD + -50 2т ту-т…

Q: Determine the area moment of interia Qa the neutral axis of the following T beam:

A: Symmetry about y-axis,x¯=42=2 iny¯=∑ay∑a =a1y1+a2y2a1+a2 =4×2×5 + 2×4×24×2 + 2×4 =3.5 in

Q: 1 Fur the benm 'shown, a.cite eas. and draw the shear furce and bending moment diagreims. Aru…

Q: 5- The section of a short-tied column is 400 x 8Ø 32mm 600 mm and is reinforced with eightØ32 mm…

Q: What horlzontal force P Is requlred to hold the 17- Ib welght W in the position shown? 2. 72 17-b

A: To Find :- P to hold the weight W in the given position.

Q: Three dimensional F1 = 48i + 73j - 14k F2 = 73i - 11j + 131k for vectors F2 - F1 =?

Concept explainers

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

Exsa Analyze the frame shown using Consistent.defor.
method Cassume re dundants are
Cx cund Cy)
GL Constart
To kN/m
The Freme is Indet..
the 2nd degre.
50kN.
->
to
-8x-
Attim
5m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Step by step

Solved in 8 steps with 8 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

b) Three lona wires, Ctwo bronze and one steel) are equal in lanate and fuppert afe 6715KN at and support mneete rigiel bar o7 iskN ef Comnectedt their bottoms: IF the cross seetion ealeulate a' esch wire is120mm2, of area the stresses in each wire and also the strains in each wire Take F=loukH/mm", Esz200KHlmm²
#2
Q Selve the fiven becm by sechen methol to calculete Yeachion forces and t DIaw shear force and Bending Membnt diagrams. 4OK SKft *-6-x6- 10 > 车
None
- A bronze bar 3 m long nith a cnes- sectiomal area 4 320mm is placed soomm? is between two nigid walls. At a ump. f -20°C, the gap ソ-3Cmm.Fird the temp. a7 which the Compre ssive 4ress in the bar will be 35 mfa. Use d=/8 (6 ard E=80GPA. Figure: L= 3m tot
Use Integration Method
Magnitude of max. Shear in kips, in the beam will be most nearly Magnitude of max. moment in Kips-ft, in the beam, will be most nearly Shear will be zero at _ ft. from left free end Moment will be zero at _ ft. from left free end
Hi! I just want to clarify how the 12 - 5 - 13 work on the triangle, where did it come from.
Using the given sections, all of A992 steel, and the plastic theory, determine the values of P, and w, as indicated.
2(A) please help me answer this my practice problem, I have a hard time doing it, this problem is just my reviewer not graded
I need answer within 5 minutes please please with my best wishes