Can you answer part e and f f) find the value of the integration constant C4 Part BPerform double integration of the bending moment equations. You will obtain deflections in this form:VEI= F(x) + C₁x + C3VEI= G(x) + C2x + C4for 0 < x≤ afor a ≤ x ≤a+bCalculate:e) the value of the integration constant C₂. Enter your answer in kNm² to three decimal places. A steel beam, of lengths a=4 m and b=3 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1.The width and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam isunder a distributed load of the intensity that linearly varies from q=0 kN/m to q=5 kN/m for AB span; and is constant with q=5 kN/m for BC span.The Young's modulus of steel is 200 GPa.YAPart AAa9Figure Q.1ДвQI5 mm200 mm300 mmbC

A simple support beam with the hinge at A, roller support at B, and an overhang portion BC. On span…

Answered: Part B Perform double integration of…

Part B Perform double integration of the bending moment equations. You will obtain deflections in this form: VEI= F(x) + C₁x + C3 for 0

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: The resultant moment MR has a magnitude of [MR] and is counterclockwise. d) Determine the magnitude…

A: Given: Mr=461

Q: determine the reactions and draw the shear bending moment diagrams for the beams using method of…

Q: Concrete strength f'e = 28 MPa and steel yield strength fy = 248 MPa. Solve using the strength…

A: Given data : Width of beam = 300 mm Depth of beam = 600 mm Factored moment = 540 kN-m f'c= 28 MPa…

Q: DA River in the Thunder Bay area experienced peak floods of 2600 ft/s and 3000 ft³/s respectively…

A: Peak floods (a) = 2600 ft3/sec Return period (a) = 15 years Peak floods (b) = 3000 ft3/sec Return…

Q: Q3) Determine the slope at B and the maximum displacement of the beam. Use the moment-area theorems.…

A: Given Data E = 29 × 103 ksi I = 500 in4 Find the slope at B and maximum displacement of the beam…

Q: SCC and Plain Concrete Why we use Type 30 cement ?

A: Concrete: Concrete is a mixture of cement, sand, coarse aggregate, fine aggregate, and water which…

Q: Topic: Laminar & turbulent flow Question 5 An air stream is flowing over a flat plate with a…

A: Given- Velocity u = 8 m/s, Displacement d= 0.5 mm = 0.0005 m, Density ρair = 1.2 kg/m3, It is needed…

Q: Determine the area of a support used on a concrete conveyor where the loaded weight is 700 lb and…

A: According to given data Determine the area of a support used on a concrete conveyor where the…

Q: ndwater (which provides baseflow) can be withdraw up in the watershed and through aging how land is…

Q: A hollow steel shaft with an outside diameter of 115 mm and a wall thickness of 11 mm is subjected…

Q: Q1.: Calculate the amount of (cement+ sand+ gravel) for foundation below: If concreate grade M25 (2)…

A: Given: Section of foundation: 0.5 m x 1 m Grade of concrete: M25 (1:4:8) To find: The quantity of…

Q: A steel beam, of lengths a= 4 m and b=4 m and a hollow box cross section, is supported by a hinge…

A: Given a= 4 m b= 4 m q= 4.2 KN/ m

Q: A factory shed is to be constructed using truss having a span of 12m. The spacing of the truss is…

Q: Can you please write it out? It is very confusing typed

A: Given:. Required: Handwrite the solution provided by previous expert

Q: A tank containing water moves horizontally (parallel to length) with a constant linear acceleration…

Q: Need help asap pls. The beam is shown below. The cross-section of the beam is 250 mm x 400 mm. Take…

A: Given Data E = 200 GPA Cross section of beam 250 mm × 400mm Find 1. Deflection at right end of…

Q: Crossing a River. You and your team come to a slow flowing river that you need to cross. The nearest…

Q: The laboratory apparatus shown in the figure below maintains a constant head in both the upper and…

Q: Design a concrete mix to implement a concrete slab (exposed to sever conditions moisture and…

A: Given, f'c = 30 MPa S = 4 MPa FM = 2.4

Q: A hollow steel shaft with an outside diameter of 75 mm and a wall thickness of 5 mm is subjected to…

A: Torque applied = 3650000 N-mm Outside Diameter = 75mm Inside diameter = 75 - 2 x 5 = 65mm Length of…

Q: How we Innovative techniques in repair and strengthening of concrete structures. (FRP Wrapping)

A: The process of repairing concrete is very difficult. Deterioration is brought on by a wide range of…

Q: 5 @ 3m=15m- C H J K L -4 @4m=16m- A B D E 60 kips WHAT IS VERTICAL COMPONENT OF REACTION FORCE AT…

Q: Let F₁ = [F1] N and let F₂ = 350 N. g) Determine the magnitude FA of the force at pin A. h)…

A: Given data: F1= 839 N F2= 350 N Free Body Diagram of the member AB:

Q: H.W.9: Select an economical rectangular beam size and bar using ACI strength method. The beam is a…

A: Given, L = 12 m or 12000 mm wL = 20 kN/m wD = 25 kN/m f'c = 28 MPa fy = 400 MPa

Q: In the given cross section, the neutral axis relative to the bottom fiber is 63 mm and the moment of…

Q: A system is being designed to carry 500 gal/min of ethylene glycol at 77°F at a maximum velocity of…

A: To determine Diameter of the schedule 40 steel pipe Reynolds number for the pipe diameter…

Q: A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 184 mm and a…

A: Given Data Find the maximum shear stress in segment-(1).

Q: 10 kN/m -5 m OB 15 KN -5 m- El = constant

Q: A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 206 mm and a…

Q: Draw the transmission path of water pressure on the plane steel sluice gate when retaining water.

A: Sluice Gate: A sluice gate is a vertical gate that is used to control the water flow into the canal.…

Q: Slope at point A and deflection at midspan. 8 kN/m AREKIN INI 3m А 7m bod B

A: Given: A simply supported beam with loading Required: Slope at A deflection at midspan

Q: What will be the centre of buoyancy of a block floating horizontally in water. The dimension of…

Q: Explain the pluses and minuses of having a two-tiered building.

Q: If u = xy + 2y³x. v = -0.5y² + 6x³2 and w = 5y²x - y³z + x, then for a steady and incompressible…

A: Given- Velocity components- u=xy+λy3x,v=-0.5y2+6x3z,w=5y2x-y3z+x, Flow is steady and incompressible,…

Q: KLx = 22 ²+ W14×120 A992 Ag = 35.3 in ² d = 14.5" Iw= 0.59 bf= 2tf √x = 6,24" = 78 h tw kly = 12…

Q: use method of virtual work for beams and frames Determine the slope and the displacement at the end…

Q: Situation 6. A simply supported beam loaded by a moment, 8kN.m. clockwise at its left end. The beam…

A: Given: A simply supported beam of 7m span 8KN-m clockwise at left end EI = 280KN-m² Required:…

Q: A vertical photograph was taken from a height of 3200 m above mean sea level with a camera of foca…

A: Given: H=3200m, f=120mm and the photo co-ordinates of a and b

Q: Let the mass of the cylinder be [m] kg and the static coefficient of friction be μ, = 0.2. s)…

A: Given: Mass=271 kg, Static friction coefficient = 0.2

Q: Hinge B C D E Hinge 0.47 m 0.47 m 0.47 m 0.47 m 23 mm 14.7 mm A central beam BD is joined at hinges…

Q: Use the design values for the coefficient C, from Table 8.3 unless stated otherwise. Use either of…

A: The given data is shown below: Flowrate=1.5 ft3/sLength of pipe=550 ftDiameter of pipe=6 in.

Q: Prob. 1. For the beam loaded as shown, determine the reaction components using both the Slope…

Q: 1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B N, m 3.0000…

A: Data given Find the angle at intersection point

Q: A steel beam, of lengths a=5 m and b=4 m and a hollow box cross section, is supported by a hinge…

Q: Situation 9. A continuous beam with a span of 20m is supported at both ends by a hinged support and…

Q: A WWTP with activated sludge secondary treatment receives 0.290 m / s of flow from the primary…

A: Answer We are given flow rate Qo = 0.290 m3/s microbes concentration the aeration basin X = 2500…

Q: Q1. The beam supports a uniform dead load of 500 N/m and a single live concentrated force of 3000 N.…

A: Given Data Dead load = 500 N/m Concentrated Live load = 3000 N Find 1. Maximum positive moment…

Q: hollow steel [G= 12,000 ksi] shaft with an utside diameter of 3.50 in. will be subjected to pure…

A: Given data of Hollow steel shaft :- G = 12 * 103 Ksi = 12 * 106 lb /in2 Outside diameter (do) =…

Q: Given: The drag force (FD) on a sphere falling through a fluid is a function of viscosity (u),…

Q: 2. Find the moment at the supports of the continuous beam shown. Make at least eight balances. Use…

A: To find the Moments at the supports suing Moment Distribution Method

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

Can you answer part e and f f) find the value of the integration constant C4

Part B
Perform double integration of the bending moment equations. You will obtain deflections in this form:
VEI= F(x) + C₁x + C3
VEI= G(x) + C2x + C4
for 0 < x≤ a
for a ≤ x ≤a+b
Calculate:
e) the value of the integration constant C₂. Enter your answer in kNm² to three decimal places.

A steel beam, of lengths a=4 m and b=3 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1.
The width and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is
under a distributed load of the intensity that linearly varies from q=0 kN/m to q=5 kN/m for AB span; and is constant with q=5 kN/m for BC span.
The Young's modulus of steel is 200 GPa.
YA
Part A
A
a
9
Figure Q.1
Дв
QI
5 mm
200 mm
300 mm
b
C

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 Introduction and given data

VIEW

Step 2 Calculation for support reactions

VIEW

Step 3 For constant values

VIEW

Step 4 Final answer

VIEW

Step by step

Solved in 4 steps

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

A beam having a span of 4m is subjected to a maximum shear of 20 kN. It has a triangular cross - section having a base width of 140 mm and an altitude of 300 mm. Which of the following gives the maximum shearing stress developed on the beam? a. 1.43 MPa b. 1.80 MPa c. 1.62 MPa d. 1.78 MPa
2. A beam with an inverted U section is loaded as shown. What is the max flexural stress developed and the max beam shear developed in the beam? 30mm 30mm 2m 6m 2m 200m 250mm 40mm
A 3m simply supported beam is subjected to a distributed load of 300KN/m and a point load of 500kN at the mid span, as shown in the diagram below. The beam has a cross section as shown in the figure on lower right (dimensions in mm). Sketch the shear stress distribution across the cross-section at a section 1m right of the left- hand support. 100 500 kN 300 kN/m 100 Beam loading 700 kNI 1.5 m. -1.5m | 700 KN | 584 50 -25- -25-1
8. The right-angled frame shown in the figure carries a uniformly distributed loading equivalent to 200 N for each horizontal projected meter of the frame; that is, the total load is 1000 N. Compute the maximum flexural stress at section a-a and section b-b if the cross-section is 50 mm square. 3m 4 m 5 m 3 m 2 m B
Question 2. resultant internal shear force of 18 kN. A beam has a rectangular cross section and it is subjected to a a) Determine the maximum shear stress in the beam. y A 40 mm 200 mm z 18 kN 140 mm
A 150mm x 300mm rectangular beam carries a uniformly distributed load of w over its entire span. The beam is freely supported at its entire span. The allowable bending stress is 11.7 MPa and the allowable bending stress is 0.76 MPa. Determine: a.) The safe span (L) of the beam in meter. b.) The safe uniformly distributed load in kN/m
Given is the 200mm X 400 mm rectangular beam below. 9 kN 7.50 kN/m 400 mm 1.50 kNm A 1.50m 7.50m C 200 mm R1 R2 Figure 1 What is the value of stress at the neutral axis in MPa?
PROBLEM 4.9 25 mm Two vertical forces are applied to a beam of the cross section shown. Determine the maximum tensile and compressive stresses in portion BC of the beam. 25 inm 4 kN 4 kN A 300 mm 300 mm
A beam shown below has a T-shaped cross section. Determine the maximum compressive stress of the beam. T I = 87-49 in 4 400 16/+ ↓ ↓ ↓ ↓ ↓ ↓ ↓ B TOFT 16001b 160016 4.17 1° 3200 lbft 2.914 in - 3400/6 5.886 in -NA 4FT 10° 100016 -240016 -4000 16 ff 1000lb dc V M
the cantilever has a partially hollow circular cross section. If the admissible normal stress is 140 MPa, determine the maximum value of Wo (distributed load intensity) that the beam can support. express your answer in KN / m
If the beam is subjected to a bending moment M= 50 kN-m, determine a.) the maximum bending stress in the beam section, b.) the maximum shear stress in the beam section. 200 mm 20 mm 350 mm M 20 mm 20 mm
A steel beam, of lengths a=5 m and b=4 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The width and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributed load of the intensity that linearly varies from q=0 kN/m to q=4.6 kN/m for AB span; and is constant with q=4.6 kN/m for BC span. The Young's modulus of steel is 200 GPa. Part B a Answer: 9 B Answer: b Perform double integration of the bending moment equations. You will obtain deflections in this form: for 0≤x≤ a vEI = F(x) + C₁x + C3 VEI= G(x) + C₂x + C₁ for a ≤ x ≤a+b X Calculate: e) the value of the integration constant C₂. Enter your answer in kNm² to three decimal places. f) the value of the integration constant C4. Enter your answer in kNm² to three decimal places.