SOLVE THE INDETERMINATE STRUCTURE USING CASTIGLIANO’S THEOREM AND SHOW COMPLETE SOLUTIONS. Determine the moments at B and C, then draw the moment diagram for the beam. Assume the supports at B and C are rollers and A and D are pins. EI is constant.

SOLVE THE INDETERMINATE STRUCTURE USING CASTIGLIANO’S THEOREM AND SHOW COMPLETE SOLUTIONS. Determine the moments at B and C, then draw the moment diagram for the beam. Assume the supports at B and C are rollers and A and D are pins. EI is constant.

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: Calculate the nominal and reduced moment capacities for the indicated concrete sections. Given:…

A: First convert all the length = in 280kg/cm2 = 4000psi fy = 4200kg/cm2 = 60000psi 92 cm = 36in 6.35cm…

Q: Draw the shear-force and bending-moment diagrams for the simply supported beam shown. Determine the…

Q: 2.31. Determine a Horton equation to fit the following times and infiltration capacities. f Time…

A: Horton equation f(t) = ff + (fi - ff)e-kt Where, ff = final infiltration capacity at which…

Q: Rigid bar ABC is supported by two identical solid bronze [Oy = 331 MPa; E = 105 GPa; a = 22.0 ×…

Q: 4/2 Determine the force in each member of the loaded truss. A 30° 60° k B

A: To find force in all members of the truss

Q: H₂ = 4 m f=0.15 D₁ = 50 mm H₁ = 4 m 25 m L = 100 m A. Two tanks A and B were connected by a 50…

Q: Explain and evaluate the usefulness of the followingtheories of city growth: concentric zone…

A: City growth : The rate at which a city's population grows is referred to as urban growth. This is…

Q: A rectangular footing has dimensions shown and is acted upon by a dead load of 1200 kN and a live…

A: Answer We are given Dead Load = 1200 Live load = 1600 Column 300 x 600 mm Footing dimension 2.4 m…

Q: Draw the strength line diagram of a 300mm square RC column section reinforced with 4N16 bars on all…

A: The strength of the column is determined by the slenderness ratio; as the tendency to buckle…

Q: Find the cross sectional area Stress=32.77 N/mm2 Force=3.7 N

A: Given data : The value of force F=3.7 N The value of stress σ=32.77 N/mm2 Required : Cross…

Q: 8-27. Determine the displacement at C and the slope at B. El is constant. Use the conjugate-beam…

A: Determine the displacement at C and the slope at B.

Q: Q1) A fixed-fixed steel beam, of length 5 m, width 0.5 m, and thickness 0.1 m, carries an electric…

A: Given data length of beam = 5m width = 0.5 thickness = 0.1m mass = 75kg

Q: Consider a rectangular foundation 2 m x 4 m in plan at a depth of 1.2 m in a sand deposit, as shown…

Q: Own in figure takes in 25 m turbine and penstock sys ce)

A: given:

Q: In the truss shown below, determine the vertical displacement at point F. Cross- sectional area of…

Q: F₁ A E * I I I A = 6500 mm² A=5200 mm² A= 3900 mm² The frame has the following wind loads: SET F1 F2…

Q: 4. For a construction work, we have to prepare concrete at the site. The concrete is prepared by…

Q: Two wood boards, each 16 mm thick, are joined by the glued finger joint shown. The finger joint will…

Q: SOLVE THE INDETERMINATE STRUCTURE USING THE MOMENT DISTRIBUTION METHOD AND SHOW A COMPLETE SOLUTION.…

A: Given An indeterminate beam having support A and D as pin and support B and C as roller. Required…

Q: Rigid bar ABCD is loaded and supported as shown. Steel [E = 29900 ksi] bars (1) and (2) are…

Q: examples of designs on how buildings are designed to adapt against thermal expansion or contraction.…

A: Thermal expansion refers to the tendency of matter to alter shape, area, volume, and density in…

Q: A compound beam is subjected to three concentrated loads, as shown in Figure 2b. Using influence…

Q: lution so i c

A: Apply Bernoullis theorem P1γw+v122g+z1=P2γw+v222g+z2we knowP1=P2=Patm=0v1=0 (as large dia)

Q: The following is a cross-section of a tied c Using fc' = 28 MPa and fy = 415 MPa. S Ⓒ Compute the…

Q: A pipeline 20 cm in diameter, 70 m long conveys oil of specific gravity 0.95 and viscosity 0.23…

A: given- diameter of pipeline D=20 cm=0.20 mLength L=70 mspecific gravity SG=0.95Viscosity μ=0.23…

Q: An aluminum pipe has a length of 52 m at a temperature of 6°C. An adjacent steel pipe at the same…

Q: Obtain the general solution of the DE: (xy + x) dx = (x²y² + x² + y² + 1) dy x)dx…

A: Given data: xy+xdx=x2y2+x2+y2+1dy

Q: V A₂=0.02 m² 30° 60° A=0.01 m² This planar water (p = 1000 kg/m³) jet is deflected by a fixed vane.…

A: given- density (ρ)=1000 kg/m3velocity V=6.8 m/s

Q: Find the: Righting moment Overturning moment Factor of Safety against sliding Factor of Safety…

Q: Q/ An overhanging beam is subjected to the combined loading shown in Figure below. Determine the…

Q: /103 A train enters a curved horizontal section of track at a speed of 100 km/h and slows down with…

A: Rate of change of velocity during…

Q: Determine the value of void ratio if porosity is 0.402 a:0.65 b:0.69 c:1 d:0.67 e:None of the above

Q: b. Calculate the angle (in radians) between a and b. Give your answer correct to 3 decimal places.…

Q: A circular aluminum alloy [E = 70 GPa; a = 22.5 x 10-6/°C; v = 0.33] pipe has an outside diameter of…

Q: H.W3 Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I =…

A: Modulus of elasticity of beam, E=200 GPa=200000 N/mm2 Moment of Inertia of beam, I=65×106 mm4 Point…

Q: Given the following data from a differential levelling survey conducted in a certain road site,…

Q: TRUE STRESS STRAIN CUI

A: A stress-strain curve for a material is used in engineering and materials science to show the…

Q: A car with arrangement for water flow is attached to the wall by a spring as shown in figure below.…

A: step 1-

Q: Calculate the azimuths of the star Procyon (declination = 5° N) when its zenith distance is 80° as…

Q: The wooden pile shown in the figure has a diameter of 105 mm and is subjected to a load of P = 70…

Q: Determine the reactions and draw the shear and moment diagram 90 kN A 2m 5m m 50 kN/m 6m El=constant

Q: am given in the figure, he equation of elastic curve by integration method. (T), (M.) diagrams of…

Q: 99 # 日 P

Q: Rigid bar ABCD is loaded and supported as shown. Steel [E = 28400 ksi] bars (1) and (2) are…

Q: One of the steps in the commercial production of candy is the mixing of sugar and water to form a…

A: Given, ρ = 1200 kg/m3 μ = 0.005 kg/m-s D = 6 in or 0.1524 m

Q: Consider the following body subjected to a system of forces that lie on x-y plane. y D B If the body…

A: We know if a body is in equilibrium then it should satisfy the two equilibrium condition Condition…

Q: a discharge of 700L/s flows through a pipe having a diameter of 400mm and a length of 60m long.…

Q: cylinder (diameter 4 m) of weight 50 kN is ank respectively. Magnitude of horizontal kN. 64m

Q: The statically indeterminate analysis of a structure will be referred to as an exact analysis, and…

A: Answer:- Option C Explaination:- The statically indeterminate analysis of the structure will be…

Q: H.W2 Determine the maximum deflection of the simply supported beam. E = 200 GPa and I = 39.9(106)…

A: Given E= 200 GPa , I= 39.9 × 10-6

Question

SOLVE THE INDETERMINATE STRUCTURE USING CASTIGLIANO’S
THEOREM AND SHOW COMPLETE SOLUTIONS.

Determine the moments at B and C, then draw the moment diagram for the beam. Assume the supports at B and C are rollers and A and D are pins. EI is constant.

10
A
24kN/m
-4 m
B
6 m
IC
24kN/m
-4 m-
D

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

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 2 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

Ans- 5121 Ksi
A flooring system consists of parallel I-beam sections spaced at 3 m on centers with simple spans of 6m. The beam supports a 200mm thick slab that laterally supports the top of the beams. The flooring system is designed for a superimposed load of 1750 N/m^2 The properties of the I-beam sections are: d= 352mm, tw= 7mm bf=170 mm, tf= 10mm Ix= 0.00012m^4, W= 44.85 kg/m Fy- 248 MPa,E= 200,000 GPa 1. Calculate the plastic section of the steel section in mm^3 2. Calculate the nominal strength (kN.m) of an individual beam if it is laterally supported by the concrete slab. 3. Calculate the unfactored service dead load on an individual beam in kN/m 4. Calculate the maximum service live load (kPa) the beam can sustain under LRFD provisions using φb= 0.9 5. Calculate the maximum live load (kPa) the beam can sustain under ASD provisions using Ωb=1.67
compute the safe factored uniformly distributed deadload that will be added to the weight of the beam. the beam is simply supported with an span of 6m and carries a uniformly distributed liveload of 20kN/m. use ycon=2 4KN/m³ b=280mm d=415mm fc'=25MPa As=6-20mm diameter bar the answer is_____KN/m
4. A cantilever beam has a span of 3 m. The beam carries a uniform service load w = 22 kN/m includes the weight of the beam. There is no lateral support other than that at the fixed end. Properties of W 10 x 77 A = 14581 mm2 Lp = 2.799 m d = 269.24 mm Lr = 13.811 m bf = 258.83 mm Lb = 3 m tf = 22.10 mm Fy = 345 MPa tw = 13.46 mm K = 38.10 mm Sx = 1408 x 103 mm3 E = 200,000 MPa Zx = 1599 x 103 mm3 a. Determine the value if the service load P due to the max. shear strength of the beam using LRFD. b. Determine the value if the service load P due to the max. shear strength of the beam using ASD. c. Determine the value of the service load P due to the flexural strength of the beam using LRFD. d. Determine the value of the service load P due to the allowable bending strength of the beam using ASD.
6. GA 7. GF 8. AF 9. AB 10. FB11. FE12. BE13. BC14. EC15. ED16. CD
Higher Order L.D.E (D3+6D2+5D-12)y=0
The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I = 351 × 106 mm4]. Determine(a) the beam deflection at point A.(b) the beam deflection at point C.Assume P = 44 kN, w = 87 kN/m, LAB = 4.0 m, LBC = 4.0 m, LCD = 4.0 m, LDE = 2.0 m.Answer:vA = mmvC = mm
The beam cross section shown below has been proposed for a short pedestrian bridge. The cross section will consist of two pipes that are welded to a rectangular web plate. Dimensions of the cross section are: h= 430 mm tw= 12 mm d= 110 mm t= 9.6 mm Additionallv: • The area of each pipe is A = 3028 mm2. • The moment of inertia of the entire beam cross section about the z centroidal axis is I>= 320410000 mm4. If the beam will be subiected to a shear force of V = 110 kN, determine the shear stress at point K, located at yK = 70 mm below the z centroidal axis.
Repeat Prob. 3-5 using singularity functions exclusively (including reactions).i want handwritten and correct I have attached final sol pls do it full
12) what is the bolt bearing capacity of beam flange of the flange connection in kips? (2 decimal places) A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
1. the design moment strength of W24*104 with unbraced length Lb=11ft is equal to A. 1170k-ft B. 1069k-ft C. 1340k-ft D. 1290k-ft 2. the yield moment My about the strong axis of W33*201 with Fy=50ksi is equal to A. 2858k-ft B. 2563k-ft C. 2292k-ft D. 2058k-ft
An A36 axially loaded 13mm thick tension member is connected to a gusset plate using 5pcs 18mm diameter rivets arranged as shown. Use Fy= 248MPa & Fu=400MPa for the steel plates. Given a=81mm, b=58mm, c=98m, x=80mm, y=84mm and z=91mm. Calculate the net area in mm2 on Path ABE Express your answer in 2 decimal places.