Answered: Using the Area Moment Method. What is…

Using the Area Moment Method. What is the reaction components of the beam? Whereas, E=200GPa I=800x10^6 mm^4 P= 259.5 KN

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: A rigid bar AB is hinged at A and is supported by a rod CD at C. The rod is pin connected at D, as…

Q: Number of member=12 Number of joint%3D8 Number of support reaction=10 Determine the value of Degree…

Q: The uniform beam has a mass of 54 kg per meter of length. Determine the reactions at the supports. A…

Q: Find the force in member GD. 0000 40 kN 40 RN 30000 300 1.0000 10000

Q: A circular shaft AB of radius Ras shown in the figure below is subjected to torsion T at the free…

Q: DETERMINE REACTION AT D

Q: Question # 3: The built-up beam is formed by welding together the thin plates of thickness 3 mm. the…

A: Shear center is a point on the beam section where the application of loads does not cause its…

Q: The structure shown below consists of a brass core inserted into a steel tube of cross section…

A: To determine the maximum bending stress in the bar. Given, Moment acting on the beam (M) = 8 kN.m…

Q: A beam is under a pair of bending moments M that varies between 45 and 90 N-m. The beam has a…

A: Given, M in the beam varies from 45 to 90 Nm Radius, R= 2.6cm Sy= 310MPa Sut= 470 MPa

Q: Q4 Determine the maximum deflection of the beam shown in Figure 4. Take El is constant

A: to find max deflection

Q: Two rods vertically connect beams AB and CD as shown in the figure. Point A is fixed supported while…

Q: An aluminum bar of cross-section 450 mm2 is acted upon by the forces as shown in the figure.…

Q: A non-prismatic rod is attached between two supports as shown in figure. It is subjected to axial…

A: Given :- E =200 GpaAAB= 300 mm2 =450 mm2

Q: 24 The truss shown is the same as in Example 2.1 except that the area of bar ab is a variable. E =…

A: sinϕab = 662 + 42 = 652 , cosϕab = 452sinϕac = 35 , cosϕac = 45 Modulus of Elasticity (E)…

Q: A triangular distributed load of max intensity w =370 N/m acts on beam AB. The beam is supported by…

Q: For the beam Shown in Figure 1. Use the data in Table 1. Find the following: I. The reaction at…

A: Solution

Q: A steel rod (E = 200 GPa) is fixed at A and subjected to the loading shown in the figure. The…

Q: M 300 mm B A. 40 mm C 200 mm D LE 40 mm 40 mm

Q: ) Why is the structure shown in the figure below characterized as frame?. ldentify the multi-force…

Q: A beam having the cross section shown is subjected to a couple that acts in a horizontal plane.…

Q: A rod of homogeneous thickness shown in the figure is AB length L and BC length 2L. Find the angle…

Q: Non-extensible cord AB is 2 m long and the spring AC has a stiffness of k = 50N/m. A force P = 80N…

Q: A steel column of length 4.75 m forms part of a support structure and is subjected to an axial…

A: i)Slenderness ratio λ: It is defined as the ratio between effective length minimum radius of…

Q: For the following structure with a rigid bar (AC) connected with two steel bars with the same area,…

A: Given, Bar AC is rigid, therefore it will not undergo any change in dimension or shape when load is…

Q: Solve the following on the figure shown. a. Solve the deflection at H.

A: To solve for deflection in a simply supported beam with uniformly distributed load over its entire…

Q: The uniform beam has a mass of 46 kg per meter of length. Determine the reactions at the supports.…

A: Using equilibrium equation

Q: Analyze the continuous beam shown in Figure by drawing the shear and bending moment diagram and…

Q: 3. 4) For the truss structure below, if the maximum force that any member can support is 19 kN in…

A: To determine the maximum value of force P that can be supported considering the allowable member…

Q: For the beams shown in below, determine the displacements and rotations of the nodes, the element…

Q: Determine the support reactions on the pin and roller as shown in the figure below. Simplify your…

Q: calculate the centroid and moment of inertia

A: The given cross-section is divided into 2 rectangles and 3 triangles as shown below The areas…

Q: Determine the magnitude of the resultant force (in N) of the coplanar force system shown in the…

Q: PROBLEM 2: A two cell wing box, whose geometrical and material properties are given in the table…

A: Answer

Q: A propped 6 m long cantilever beam is shown in Figure 3. In addition to a saw-tooth loading as shown…

A: Given clockwise moment is applied at B = 10 KN-m

Q: saw-tooth loading is applied as shown in the figure. The flexural tiffness (EI) of the beam is 1×10³…

A: Given- A propped cantilever beam carrying UVL loading. Required- To calculate support Reactions of a…

Question

Using the Area Moment Method.

What is the reaction components of the beam?

Whereas,

E=200GPa

I=800x10^6 mm^4

P= 259.5 KN

90 kN/m
300 kNm
3.00
4.00
3.00
7.00
6.00
6.00
12.0 m
wwwwww

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 4 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

Please solve and or solution
Develop the flexibility matrix for the beams with respect to the co-ordinates shown in figure. 21 2m 1 I 2
The given overhanging beam is loaded as shown. Use E = 1.5 x 10^6 psi and I = 40 in^4 240 Ib/ft 1800 lb-ft A JE + 6 ft + 6 ft + 6 ft →+ 6 ft → 6 ft 6 ft a.) Determine the value of constant of integration C2 (in Ib-ft^2). b.) Determine the value of constant of integration C1 (in Ib-ft^2). c.) Write the slope equation of the elastic curve (in Ib-ft^2). d.) Write the deflection equation of the elastic curve (in Ib-ft^3). e.) Determine the location of the maximum deflection from the left support (in feet). f.) Determine the maximum deflection (in inches). g.) Calculate the slope of the elastic curve over the right support. h.) Calculate the deflection (in inches) at the right end of the overhanging beam. B.
A steel rod (E = 200 GPa) is fixed at A and subjected to the loading shown in the figure. The cross-sectional area of the rod is 50 mm². Neglect the size of the couplings at B, C and D. Calculate the displacement of the rod at D when F₁ = 2.8 kN, F₂ = 4.3 kN and F3 = 7.3 kN. Input your answer as a value only in mm to two decimal places without +/-sign. 1m 1.5 m 1.25 m C F2 D F3 A F₁ B
3. Rigid member ABD is connected to elastic member CDE as shown. For the given loading, what are the vertical displacements of points A and E? A 20kN dimensions in meters B rigid C T 0.4 D E 0.2 5KN E=7oGPa A=100mm²
Calculate the support reactions of the beam and determine the degree of indeterminacy in the figure. q:11
Two rods vertically connect beams AB and CD as shown in the figure. Point A is fixed supported while point D is hinged connected. If the rod on the right is heated by 18 degree Celsius, 2 m- - 2 m A 2 m C Use E = 200 GPa, linear of coefficient expansion = 11 7x 10 per degree celsius and A = 4500 mm2 Compute for the deformation of the right rod in mm. Select the correct response 0.0468 mm 0.117 mm 0 0234 mm 0.0842 mm
A 2D structure having members connected by smooth pins is subjected to a load of 20 kN as shown in figure. The ratio of forces in members AB to AE is IG E 20 kN 45° B A 3 @ 3m = 9m
3. Determine the displacement that occurs at point D (position in the middle between points A and B) and point C in the beam structure as shown in the figure below. If it is known, the cross-sectional modulus of the beam material is 200000 Mpa, the dimensions of the beam as shown below and the placement in A (joints) and B (rollers) 6 cm 6 cm 1 kN/m 11 kN 21 kN/m A D B 51 cm 3 m 2 m 31 cm
Rigid bar ABC is supported by bronze rod (1) and stainless steel rod (2) as shown in the figure. A concentrated load of P = 16 kips is applied to the free end of bronze rod (3). Determine the magnitude of the deflection of rod end D after the temperature of all rods has increased by 125°F. Use the following dimensions and properties: a = 2.8 ft, b = 6.3 ft. Rod (1): d₁ = 0.90 in., L₁ = 11 ft, E₁ = 15,200 ksi, α₁ = 12.20 × 10-6/°F. Rod (2): d₂ = 0.80 in., L₂ = 9 ft, E2 = 28,000 ksi, a₂ = 9.60 × 10-6/F. Rod (3): d3 = 1.25 in., L3 = 5 ft, E3 = 15,200 ksi, a3 = 12.20 x 10-6/°F. VD = i L in. (1) A a L3 B (3) D b Rigid bar L2
The beam shown is hinged at one end. It is supported by two steel rods of equal length of 1.5m. Before the load is applied, the beam hangs level. Use E= 200,000MPa and a 11.7 Neglect bending of the beam. FF A=640mm2 A=320mm2 D 1.2m 0.8 m 1.2m V 54KN What is the vertical displacement of D when there is no change in temperature in mm?
A statically determinate pin-jointed frame is shown in Figure P10.4. The cross-sectional area of members AG, BG, CF, CG, FG and EF is equal to 400 mm?. The cross-sectional area of all other members is equal to 100 mm². Assume E = 205 kN/mm? and a = 12 × 10-6 / °C. All members are subjected a decrease in temperature equal to 20°C. Using the data given, determine the value of the horizontal deflection at joint F. (Answer: SH,F = 4.45 mm +) 3.5 m 3.5 m 3.5 m D E 2 kN 10 kN + B G VF НА Figure P10.4 (Problem 3.30, pp.132-134) VA 3.5 m 3.5 m