A Ignore Internal Strain Energy due toaxial load and shear.VA (pinned)15ff2 k/ffV V VC (hinge)15 ftNO€ (pireed)1(A) = St20 ftEI= constantE = 10,000 ksiI = 2,500 inM₂M- dxΕΙFind Horizontal DeflectionEI=ConstantE = 10,000 ks:I=2,500 in 4On 6/9at joint D using victual work0

Answered: Image /qna-images/answer/7075e60f-b707-4c8e-91f3-e488186b17d9.jpg

* Ignore Internal Strain Energy due to axial load and shear. A (pinned) 15 ff 2 k/ff V C (hinge) V VO 15 ft 1 1(A) = 1 20 ft -SA EI = constant E = 10,000 ksi I = 2,500 in M.M dx EI EI=Constant E = 10,000 ks: I=2,500 in 4 € (pined) On 6/9 Find Horizontal Deflection at joint 0 using virtual work

* Ignore Internal Strain Energy due to axial load and shear. A (pinned) 15 ff 2 k/ff V C (hinge) V VO 15 ft 1 1(A) = 1 20 ft -SA EI = constant E = 10,000 ksi I = 2,500 in M.M dx EI EI=Constant E = 10,000 ks: I=2,500 in 4 € (pined) On 6/9 Find Horizontal Deflection at joint 0 using virtual work

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: 1. Compare and contrast the SI and the English systems of measurement.

A: The Anglo-Saxon combined Roman methods gave rise to the ancient measures of measuring that was…

Q: A. Select the most appropriate flow profile (from #1 to #6 in Figure Q1.A) for each of the fluid…

A: Given: Consider the flow profiles given.

Q: calculate the following for the I -Beam: mass, normal stress, von mises stress, strain, factory of…

Q: to measure a base line, a steel tape 30m long standardised at 15 degree Celsius with a pull of 100N…

A: Given data: L=30 mTs=15∘CPs=100 NT=20∘CP=160 Nw=0.0786 N for 1 cm3wt=8 NE=210000 kg/cm2α=0.00000071…

Q: Provide a general equation to the Navier strokes equation. Use any initial value and give an example…

A: Navier Stokes Equation : Navier Stokes equation is a partial differential equation which describes…

Q: 14. Water is pumped from one tank to another through a 0.100 m smooth plastic tube. The flow rate is…

A: Given :

Q: With your pencil, make a dot on the position of your best visual estimate of the centroid of the…

A: Consider the diagram below:

Q: A moist soil sample has an initial void ratio, e=1.6. The dry mass of the soil is 85 gm, and the…

Q: Part A Determine the magnitude of the resultant force. Express your answer to three significant…

A: Part ARx=∑Fx =-2.5×45 + 1.5 cos60° =-1.25 kNRx=1.25 kN ←Ry=∑Fy =-2.5×35 - 1.5 sin60° - 3…

Q: A sample of pure Clay, (C) soil with two specimens underwent an unconsolidated undrained test with a…

Q: A horizontal bar of 40 mm diameter solid section is 2.40 m long and is rigidly held at both ends so…

A: Given- diameter d=40 mmLength L=2.40 mFixed at both ends Maximum tensile stress needs to be find…

Q: External support reactions: RA= L1 RC = Consider the following values in the given beam above: L1 =…

Q: For the axially loaded member given below calculate the maximum stress anywhere along the structure…

Q: In a 90° triangular notch, the error in the estimated discharge for a given head due to an error of…

A: Given data: A 90o triangular notch. An error of 1% in cutting the vertex angle

Q: How can chemistry help a student in civil engineering

A: Following is required answer :

Q: Question 6 Using the flexibility method, determine the reactions at the supports A and D in the…

Q: 15 Which of the following best represents the bending moment diagram corresponding to the shear…

Q: A R₁ 2m B 4m 10 kN/m C R₂ 2m D

Q: A new housing development in Bandar Baru Kangkar Pulai comprises the following premises: Residential…

A: Given data: Residential houses=1000 units Schools=3000 students Mosque=700 persons Commercial=30%…

Q: Water exits a pipe as a free jet and flows to a height "h" above the exit plane. The flow is steady,…

Q: Q3). The following data were recorded in a field. Draw contour lines of 152m, and 154m by…

A: Solution: Given: Station BS IS FS RL BM 2.45 150 1 0.64 2 1.05 3 1.14…

Q: The 60-mm-diameter solid shaft is subjected to the distributed and concentrated torsional loadings…

A: Given data; d=60 mm

Q: A rectangular beam is 300 mm x 550 mm and is reinforced with 2- 28 mm top bars and 3-28 mm bottom…

A: Given data:- Cross-section of rectangular beam is 300 mm × 550 mm Diameter of reinforcement, d=28 mm…

Q: The maximum bending stress (in MPa)

A: Given data, Simply supported beam having,width,b= 100 mm=0.1 mheight,h= 200 mm=0.2 mlength,l= 4…

Q: Problem 4.50 The chain AB exerts a force of 20 lb on the door at B. (Figure 1) Figure 1 of 1 20 4 ft…

Q: Abody oscillates with simple harmonic motion along with the x-axis. Its displacement varies with…

Q: h₁ 3 Water process fluid h₂

Q: How will you prioritize water allocation of a dam, when the demand is for 1. Irrigation 2.…

A: Answer :- Basic requirements of water, water allocation is done :- 1. For irrigation Canal -…

Q: A simply supported beam AB is under transverse and axial loading as shown in below Fig. The beam is…

Q: For a beam of cross-section, width= 230 mm and effective depth = 500 mm, the number of rebars of 12…

Q: 6-46. Determine the placement b of the hooks to minimize the largest moment when the concrete member…

A: Given data: specific weight of concrete = γ dimension of square cross-section = a

Q: You are given the following results from Atterberg Limit testing on a soil sample (PL = 20%, LL =…

Q: Determine the reactions at A and D for the statically indeterminate structure given A t L/4 B q=P/L…

Q: A BOD analysis was conducted on a partially-treated sewage at 25°C. Only 20% of the volume of BOD…

Q: Define the mechanical weathering ?

A: The breakdown or dissolution of geological formations on the earth's surface is known as weathering.…

Q: Anirrigation canal has been designed to have R = 2,5 m and S = 1.6 x 10. The sediment on the bed has…

Q: 2. A tank is filled with oil (p = 880 kg/m³) up to 2m in depth. It is joisted upward with an…

Q: (a) (b) Sludge thickening can be implemented using several methods. Describe TWO (2) differences…

A: Sludge can be defined as the residue that is left after the treatment of sewage. Sludge can be…

Q: The shear and moment at point B are The moment at point C is The moment at point D is kN-m. kN-m.…

Q: Compute the design strength of the rectangular section beam if fy = 60ksi, f'c = 4ksi. The beam has…

Q: For material, the modulus of rigidity is 100 GPa and the modulus of elasticity is 250 GPa. The value…

A: Given data: The modulus of rigidity, G=100 GPa The modulus of elasticity, E=250 GPa

Q: Given the dry density = 1650 kg/m3, moisture content = 25%, and Specific gravity = 2.7. Calculate…

Q: External support reactions: RA= RC = RF = The shear and moment at point B are The moment at point C…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

Q: An important building is in earthquake zone V in India. The seismic weight of the building is 10000…

A: given- Seismic weight=10000 kNacceleration factor=2.5Earthquake V zone

Q: A L1 Consider the following values in the given beam above: L1=6m L2= 2 m L3=4m L4 = 2m L5= 2 m L6 =…

Q: P2 3 m P1 4 m B Hinge 4 m 4 m 4 m E

A: Given data:- Maximum negative shear at point D due to the wheel loads of the moving vehicle is -19.7…

Q: 40 mm 30 m 13 rom 24 j 24 jam 27 Determine the moments of inertia I, and I, of the area shown with…

Q: Find the capacity (allowable load) of a W14 x 61 pin-ended column with an unbraced length of 10ft.…

Q: Using Double Integration Method, find deflection at mid-span & Slope at supports. consider the…

A: Given data: E=26211 MPa slab thickness, t= 136 mm Live load = 7.68 kN

Concept explainers

Properties of materials

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.

Question

100%

A Ignore Internal Strain Energy due to
axial load and shear.
V
A (pinned)
15ff
2 k/ff
V V V
C (hinge)
15 ft
NO
€ (pireed)
1(A) = St
20 ft
EI= constant
E = 10,000 ksi
I = 2,500 in
M₂M
- dx
ΕΙ
Find Horizontal Deflection
EI=Constant
E = 10,000 ks:
I=2,500 in 4
On 6/9
at joint D using victual work
0

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

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 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

Before the load P was applied, a gap, ?0(2.75mm) existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ(5.5mm) and the reaction at B. (Hint: Use the method of superposition and beam deflections in Appendix A)
Fixed end support at A and rollers at B and C . A concentrated load of 12 KN at the mid span of BC.Use slope deflection method and constant value of El with E= 200,000 MPa and 1= 400 x 106 mm^4. What is the moment MBC and MABin KN-m? 2 decimal places
Calculate and draw the internal forces created at H section of the bracket beam? a = 500 mm b= 200 mm Px= 15 Kn Py=0 Kn Pz = 10 Kn
31 -Loading status in figure q= 4 kN ⁄ m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m. The cross-sectional effects at point E will be calculated. A is fixed, B is sliding joint bearing. Accordingly, the shear force at point E T=? a) 2B) 4C) 14D) 0E) 6
36 -Loading status in figure q= 4 kN ⁄ m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m. The cross-sectional effects at point E will be calculated. A is fixed, B is sliding joint bearing. Accordingly, By=? a) 0B) 48C) 24D) NoneE) 14
Is there possible solve support forces like this way of Ma :Ma= (10*2)-(19.5*6)+(3*4)*(7+4/2)-(3*11) Ma = -22KN-m
pls answer ASAPa.) Find the location of centriod, ȳ, from the top of the beam.b.) Determine the moment of Inertia in mm^4
The bent bar shown is subjected to 3 forces shown. Replace these forces with an equivalent couple M and single force F at point A. Show solution to answers M = 21.8 kN-m, cw Fv = 12.03 kN, D FH = 1.60 kN, R
The length of the 3/32 in.diameter steel wire CD has been adjusted so that with no load applied, a gap of 1/16 in. exists between the end B of the rigid beam ACB and a contact point E. Knowing that E=29 X 10⁶ psi, determine where a 50-lb block should be placed on the beam in order to cause contact between B and E.
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x150 mm section and E = 80 GPa. Show complete and organized solution. a. Vertical Reaction at B in kN. b.Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. Given: a- 7m b- 24kN/m C- 30kN
Before the load P was applied, a gap, ?0 existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ and the reaction at B (Hint: Use the method of superposition and beam deflections in Appendix A) ?0 (mm)=2.75 δ (mm)=5.5
What is the moment of the distributed load about the pin O? (a) 473 kN-m clockwise.(b) 338 kN-m clockwise.(c) 338 kN-m counterclockwise.(d) 270 kN-m counterclockwise.