For the simply supported steel beam (E=200 GPa ; 1= 129 x 106 mm4) shown in the figure, determine the deflection at B. Assume L = 4m, P = 60 KN, and w = 40KN/m. -8.27 mm O-10.11 mm O-6.30 mm L/27 -7.29 mm B W 4/2

For the simply supported steel beam (E=200 GPa ; 1= 129 x 106 mm4) shown in the figure, determine the deflection at B. Assume L = 4m, P = 60 KN, and w = 40KN/m. -8.27 mm O-10.11 mm O-6.30 mm L/27 -7.29 mm B W 4/2

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: Q-10: The diameters of the impeller of a centrifugal pump at inlet and outlet are 20 cm and 40 cm…

Q: Calculate the permanent wilting point if the dep of water in the root zone at the permanent wilting…

A: Given data: The permanent wilting point per meter depth, d'd=0.4 mm The dry density of the soil,…

Q: S 4 a 5 b 6 C Distancias (cm) 9,5 d 3,5 e 2,5 f 1,5 g 7,5

A: Force: Force is defined as the external pull or push that can be applied on a body that causes to…

Q: The two forces of 9 Newtons and 12 Newtons which are acting at right angles to each other will have…

A: Given two forces, F1=9 NF2=12 N At right angle, θ=90°

Q: The discharge over a trapezoidal weir is 1.315 m/s. The crest length is 2 m and sides are weir.…

A: Discharge, Q = 1.315 m3/s. Crest length , L = 2m. θ2= 90°-75.4°57'50''= 13.6°02'10''

Q: The normal strain in a suspended bar of material of varying cross section due to its own weight is…

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

Q: A simply-supported beam with length, L = 8 m, is carrying a downward uniform load, w = 46 kN/m…

Q: Determine the MAXIMUM SHEAR and MAXIMUM MOMENTS for using SHEAR AND MOMENT DIAGRAMS OR BY ANALYTICAL…

Q: A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the…

Q: FN=55 MN=62 SN= 71

A: Truss: Truss is a pin joint structure subjected to loading only on joint and there is only one force…

Q: Find the elevation for the remaining 3 points as given in the figure below, knowing that TP_1 =…

A: HI = height of Instrument B.S = Backsight F.S = foresight

Q: 3 A flocculation tank contains 1800 m³ of water, which is mixed using paddles at an average velocity…

A: Given data: Volume, V=180 m3 Velocity gradient, G=100s Viscosity, μ=0.798×10-3 Nsm2

Q: A beam 200mmx400mm has cc of 40mm, stirrups of 10mm, and is reinforced by 2-16mm diameter rebars for…

Q: A horizontal stratified soil deposit consists of three layers, each uniform in itself. The…

Q: A compound girder consists of a 45 cm by 18 cm steel joist, of weight 1000 N/m a steel plate 25 cm…

A: W=46 KN/m d=0.29cm

Q: Determine the moment of inertia about its horizontal centroidal axis of a T-beam shown. In mmª 600…

Q: 1. A circular flat plate of diameter 120 mm and thickness 10 mm is constructed from steel with E =…

A: Given values: Circular plate, diameter, d = 120 mm thickness, t = 10 mm E = 208 GN/m2 Uniform…

Q: A propped beam shown below is loaded with UDL along its entire span. Determine the following: a.…

A: Propped Beam : A cantilever beam in which one end is provided with support and other end is fixed…

Q: The readings given below were made with a tacheometric theodolite having a multiplying constant of…

A: Given data:- Multiplying constant, K=100 Additive constant, C=0 Reduced level at station A = 100.0 m…

Q: Find the maximum uniformly distributed load (w) the beam can carry if the allowable bending and…

A: Allowable bending stress = 60 MPa Allowable shear stress = 36 MPa

Q: Problem 4: Water at 80 degree flows in a conduit with a cross section shaped in the form of an…

Q: A simply-supported beam carries a uniform load, w = 126 kN/m at its middle third. If L = 13 m,…

Q: A propped beam shown below is loaded with UDL along its entire span. Determine the following: (Mc)…

Q: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum…

A: Given Data: The lengths of the segments AB, BC, CD, and DE are given as: LAB=8 ftLBC=3 ftLCD=2…

Q: In a furrow irrigation system, the following information is given • Length of a furrow = 200 m . •…

A: l = 200m Q = 1.5l/s w = 80cm d = 100mm It has been asked in the question to determine the irrigation…

Q: Water at 80 degree flows in a conduit with a cross section shaped in the form of an equilateral…

A: Given :

Q: Calculate the size of the septic tank for night Security Personnel expected per night are three.…

A: Given values: For design of septic tank, No: of persons = 4 persons/ night (expected 3)

Q: A block of dimension 300x100x100 mm subject to normal stress of 300 N/mm2, 50 N/mm² and shear stress…

A: When a body is subjected to external load it generates stresses in the form of normal stress or…

Q: A cantilever beam is supporting linearly varying loads as shown with w = 51 kN/m. If L = 6 m,…

A: Determine moment at midspan of beam?

Q: Calculate: 1) The sample's longitudinal and diametric strains ii) The modulus of elasticity (also…

Q: HYDRAULICS. Please answer ASAP. LIKE will be given! Answer in 3 decimal places.

Q: -4.5 m- 5 kN/m -4.5 m- 5 kN/m

Q: Given: W-11 kN/m P-37 kN/m Solve for the support reactions of the following using Moment…

A: First of all we have to find out the fixed end moments For span BC MfBC = - (11 x 152)/12 = -206.25…

Q: b) Darcy is given a scale diagram of the completed truss bridge. Each vertical beam in the scale…

A: For the first beam, Dimensions are: Depth= 4cm Width= 15 cm Length= 1.4m

Q: The radius of the fillet is r = 3 [mm] and a reliability of 90% is desired. The shaft is made from…

A: Grooved Rotating Shaft M=150 Nm P=10 kN Torsional load between 50 - 130 Nm Radius, r=3 mm…

Q: A bar ABC which partially carries a uniform load of W = 15 kN/m is being supported by two cables BE…

A: Note: By taking the bar ABC as a rigid bar, we can say due to the given loading and support…

Q: that two 60-lb forces are applied to the magnitude of the forces exerted on the by the pin at A on…

Q: A 1.5 m diameter sphere is immersed in water and tied to a rope. If tension in the rope is 5.3 kN,…

A: given- dia of sphere d=1.5 mtension in rope T=5.3 kN

Q: Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation…

Q: Q3 (a) Define unit hydrograph (UH) and state FOUR (4) applications of UH in engineering hydrology.…

A: A hydrograph is the graphical representation of the discharge flowing in a river at the given…

Q: culate the moment of Inertia £x and 4 с Ty * 28x11.5 10x153 AMERICAN STANDARD CHANNELS Theoretical…

Q: The maximum value of Q for the cross-section is at the z centroidal axis. Break the calculation into…

A: Given :

Q: Test sample weight= Sieve size Weight retained (g) kel 3/8" 9.5 mm og gm No.4 No.8 No.16 4.75 mm…

A: Fineness modulus it give the average size of aggregate by counting the no. Of sieve from bottom to…

Q: 0 = 0.15t² → Eq. (1) ; r = 0.9 -0.121² → Eq. (

A: (-0.449 er + 0.270 e?) m/s or 0.52 m/s

Q: Determine the MAXIMUM SHEAR and MAXIMUM MOMENTS for using SHEAR AND MOMENT DIAGRAMS OR BY ANALYTICAL…

A: First lets find out the equation of the 2nd degree loading Lets assume the loading follows a curve Y…

Q: A circular pipe of diameter 0.5 m carries the discharge of 50 liters/s. The head loss due to…

A: Given data- circular pipe diameter d=0.5 mdischarge Q=50 litres/s=0.050 m3/shead loss =0.15…

Q: In a constant-head permeability test, a sample of soil 12 cm long and 6 cm in diameter discharged…

A: Given data Volume (V) = 1.5 × 10-3 m3 Time (t) = 10 min

Q: A simply supported beam is loaded as shown below. Using superposition method, determine its maximum…

A: A simply supported beam is given. We need to find maximum deflection.

Q: Given a table of quantities of earthworks of a portion of a proposed national road. The length of…

A: “Since you have posted a question with multiple sub-parts, we will solve the first three subparts…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

For the simply supported steel beam (E=200
GPa ; 1= 129 x 106 mm4) shown in the
figure, determine the deflection at B.
Assume L = 4m, P = 60 KN, and w =
40KN/m.
-8.27 mm
O-10.11 mm
O-6.30 mm
4/2
O -7.29 mm
B
W
L/27
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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 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

Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Note that: a = 3.7 m b = 31.0 kN/m c = 35 kN Find the ff. 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.
Find the slope and deflection at B and E of the beam and loadings shown using unit load method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. E=20GPa. (point B is not an internal hinge).
compute the slope and deflection at B and E of the beam and loadings shown using area-moment method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. E=20GPa. (point B is not an internal hinge).
Determine the value of vertical deflection at C (mm). The EI value of the cantilever ABC varies linearly from 2EI at the fixed support to EI at B and is constant from B to C. EI cantilever beam ABC = 3080 x 10^3 kN/m^2 EA all frame members = 300 x 10^3 kN
Find the slope and deflection at B and E of the beam and loadings shown using area-moment method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. E=20GPa. (point B is not an internal hinge).
The beam is 8m long. Let P = 40 kN, Q = 4 kN/m, L =8m. Find: 1. Slope at L/3. 2. Deflection at L/3.
1. Compute for the slope at support A. 2. Compute for the deflection at C.
Calculate the slope and deflection atB and E of the beam and loadings shown using area moment method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. Take E=20GPa.
The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; / = 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 14 kips/ft, WCD= 6.0 kips/ft, LAB = 7.5 ft, LBc = 7.5 ft. LcD = 9.0 ft, LDE = 4 ft. Answer: (a) DEGREE OF ROTATION E = (b) vc = in
Calculate the value of EI? at point B of the simply supported beam ABC.
For the beam supporting the loads, determine the slope and deflection of the free end using the AREA MOMENT METHOD. E = 200,000 MPaI = 80 x 10^6 mm^4
Determine the horizontal deflection at joint C of the truss by virtual work method. Use E = 10,000 Ksi, A = 5 in² L1 = 4 ft, L2 = 5 ft, L3 = 12 ft , P = 47 K,