4-2. Determine the internal normal force, shear force, and bending moment at point C. Point C is located just to the left of the moment. 12 kN/m A. -2 m + C 2 m 24 kN m ав -2m-2 m Prob. 4-2 12 kN 81

4-2. Determine the internal normal force, shear force, and bending moment at point C. Point C is located just to the left of the moment. 12 kN/m A. -2 m + C 2 m 24 kN m ав -2m-2 m Prob. 4-2 12 kN 81

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: 5 in. 3. Design the flexural steel for a 5-inch thick simply-supported interior reinforced concrete…

Q: uss. Each m A 300 mm². E= work. =

Q: The reaction at the support D of the continuous beam ABCD, hing

Q: Project management

A: Project management is defined as the achievement of predetermined goals through a predetermined…

Q: 12-87. The W12 X 45 simply supported beam is made of A-36 steel and is subjected to the loading…

A: Given:Beam is made of W12X45, and A-36 steel To determine:Deflection at C

Q: *6-40. Determine the force in members CF, FG, and GC of the truss and state if the members are in…

Q: 6-33. Determine the force in members BC, HC, and HG of the bridge truss and state if the members are…

A: Determine the force in members BC, HC and HG of the truss.Let's using method of section.

Q: 2. The pipe connection shown is a series-parallel connection. The rate of flow in pipeline 1 is 300…

A: Friction factor (f) = 0.02Discharges in pipe lines 2, 3 and 4 =?

Q: beam ABCD with a vertical arm CE is supported as a simple beam at A and D (see figure). A cable…

Q: For a falling head permeability test, these values are given: Length of the soil specimen = 200 mm…

A: Length of the soil specimen = 200 mmArea of the soil specimen = 1000 mm2Area of the standpipe = 40…

Q: 8.47 Three forces are applied to 10 attached to the solid 46 mm di determine (a) the principal stre…

Q: A W250 x 73 is used as a column and is supported by a concrete pier as shown. The top surface of the…

Q: For this same problem .Show step by step how to take the cut from the right going to the left

A: Cantilever beam loaded with UDL and UVL is given. We need to determine SFD and BMD equations by…

Q: A simple beam 4.3 m in span carries a concentrated load of 304 kN at its midspan and is subjected to…

A: L = 4.4 mw = 304 kN P = 250 kN Fy = 248 MPa

Q: Problem 2 A simply supported timber beam has a span of 6 m long and carries a uniformly distributed…

A: Calculate the maximum shear force in the beam.Maximum shear force = 1/2 * Total loadTotal load = 28…

Q: What are the practical applications of fluid flow measurements?

A: It is a process by which unknown quantity of fluid is measured when it passes through pipes,…

Q: A pumping machine in the water lifting station is found to produce a sound level of 50 dB. During…

A: two pumping machines each of 50dB

Q: Using Superposition method, determine the reachon at each support of the beam. 15KN/m 6 kn/m

Q: Use Force Method. Determine the reactions at the supports, then draw the moment diagram for each…

A: Given:Required:Support reaction and moment diagram

Q: · . Find all reactions (Moment & forces) at A and B through method of consistent deformations Note:…

Q: Assume the support at B is a roller. Point C is located just to the right of the F = 8-kip load.…

A: Determine the normal force, shear force and bending moment at point C. Note:- point-C is just to the…

Q: The

A: The construction schedule normally contains sufficient detail to schedule the day to day work on a…

Q: Please

Q: Solve all parts of (A) Hand written and clean writing please

A: Given:Required:Support reactionFBD of each sectionV and M equation for each sectionShear force and…

Q: The time to reach 50% consolidation is 800 seconds for a soil sample of 10 cm thickness, tested in a…

Q: 3-78 For a gate width of 2 m into the paper (Fig Answer: 17.8 kN SG= SG=

Q: If a concentrated moment of 200 kN.m is applied at joint 'O', magnitude of moment transferred in…

Q: Draw the Axial force digram and shear force and bending moment

A: Given:Required:Axial force,shear force and bending moment diagram

Q: written

Q: Estimate the water demand for a city of 100,000 people. Assume the annual average consumption rate…

A: number of people=100000annual average consumption rate=647Lpcd

Q: Problem 3 Liquid in a round tank is draining out a round pipe. The term 1) -V() 2) - Vn() 3) -Vπ ()²…

A: dh/dt=??We used here V1 = Velocity at exit = V V2 = Velocity at top of water surface According to…

Q: What is wrong with the picture at right?" (<25 words) YES! Safel NOI Unsafel

A: A picture including of two images where different cases of cylinders were given.

Q: The beam shown is made up of W840 x 193 (Fy = 248 MPa) and is 8m long. The bearing length at the…

A: The maximum value of P so that the member is safe against web yielding is given by:Pwy = 2 * Fy * tw…

Q: The time to reach 50% consolidation is 800 seconds for a soil sample of 10 cm thickness, tested in a…

A: Time to reach 50% consolidation, Thickness of sample, New thickness of sample, Double drainage.To…

Q: Determine the Moment of Inertia about the X' axis if angle between X' and Xo is 30.1 degrees

A: Given:Angle between xo and x' is 30.1°Required:Moment of inertia about the x' axis

Q: -9 in.- T C ㅑ 6.77 in. 314 in. 14.1 in. The strength of a W14x38 rolled-steel beam is increased by…

A: Given data - Beam section = W14×38 Plate size = 9×3/4 in Find out - Determine the moment of inertia…

Q: Consider the T-beam shown in (Figure 1). Take w₁ = 10 kN/m and w₂ = 15 kN/m. Figure W1 -3 m W2 B…

A: Rectangular udl, Triangular udl, To find: Maximum shear stress in the T beam.

Q: Question 1: Referring to Figure 1, use the moment-area method to calculate the end rotations at…

A: Given:Required:Slope at A and BDeflection at C and D

Q: Problem 5: Snowmobiles, Ice, and Water What is the minimum speed to avoid sinking when using a…

Q: The architects specify that a cover-plated beam no greater than 16.00 in in depth be designed to…

A: Span= 28 ftlive service uniform load= 6 klfFy= 50 ksi

Q: Problem 1 Determine the minimum height h of the beam shown in the Fig. if the flexural stress is not…

A: Allowable flexural stress = 23 MPa = 23 N/mm2 Minimum height of the beam =?

Q: PERT Calculations yield a project length of 45 weeks with a variance of 12.25. The project is…

Q: Determine moment of inertia about centroidal x-axis.

A: The specification of the W16 x 50 section as given,SectionDepthWidthWeb ThicknessFlange…

Q: A W 16 x50 is used as a beans to carry a uniform we and dead load including own weight of 37 kN/m…

A: The formula for the critical buckling stress (σcrit) of a compression member is:σcrit = (π2 * E) /…

Q: *3-12. Determine the force in each member of the trus State if the members are in tension or…

Q: 1. Define soil stabilization 2. What is the main difference between flexible, rigid and semi-rigid…

A: Here we have to find:Soil stabilizationDifference between flexible, rigid and semi rigid…

Q: What did you use for the axis y is the % finer but what is the x axis axis

A: Given:Required:Give the name of x and y axes used in the graph.

Q: *6-8. Draw the shear and moment diagrams for the beam, and determine the shear and moment throughout…

Q: 2. The cantilever retaining wall resists active lateral earth pressure throughout its length. Given:…

A: Retaining walls are used to support soil laterally to retain it at different levels or of poor…

Q: The chlorine demand test conducted in a laboratory for raw water samples is tabulated below. Sample…

Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

탑
4-15 Drawic shinar
Prob. 4-1
thened in Kadeti
amute A smis) srl nolemongel
12 kN/m
A
-2 m
24 kN m
om adt WATCH
4-2. Determine the internal normal force, shear force, and
bending moment at point C. Point C is located just to the
left of the moment.
B
C
-2 m2 m2 m
Prob. 4-2
for the
ti stand
T
12 kN
di

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: State of given data

VIEW

Step 2: Calculation of reactions

VIEW

Step 3: Calculation of internal reactions at C

VIEW

Solution

VIEW

Step by step

Solved in 4 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

The rigid barsABCandCDare supported by pins atAandDand by a steelrod atB. There is a roller connection between the bars atC. Compute the verticaldisplacement of pointCcaused by the 50-kN load.
A 290 N/m light crane rail sits on and is securely fastened to a W400 mm x 67 kg/m crane girder. The girder is simply supported on a span of 9m. Crane wheel loads: V = 80kN, H = 8kN Assume full transfer of lateral load to the top flange of the girder. Girder properties are: A =8580 mm2 d= 400mm tw = 8.5mm bf = 179mm tf =14mm Ix = 2.44 x 108 mm4 Iy = 0.14 x 108 mm4 a) What is the maximum bending stress, fbx (MPa), in the girder? b) What is the maximum bending stress, fby (MPa), in the girder? c) Using the interaction formula, fbx/Fbx + fby/Fby, determine the maximum span of the girder so that the section shall be adequate for the given loads if the allowable stresses are: Fbx = 207 MPa; Fby = 258 MPa.
For the given loads F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KN (Assume internal forces are in tension) 1- Magnitude of reaction at K is (KN) :(a. 151 - b. 226.5 - c. 302 - d. 377.5 - e. 453 ) 2- internal force in member JH (KN) :(a. -327 - b. -218 - c. -436 - d. -545 - e. -654) 3- internal force in member IH (KN) : (a. -204.600222 - b. -136.400148 - c. -272.800296 - d. -341.00037 - e. -409.200444 ) 4- Magnitude of reaction at A is (KN) 5- internal force in member IK (KN) is 6- internal force in member GF (KN)
The bracket BCD is hinged at € and attached to a control cable | ! at B. For the loading shown, determine (a) the tension in the cable, (b) the reaction at C. a=0. 18m 20N 20N 8 c o I_.l_nm—l—um—-l 02¢m
Frame ACGE is on hinge support at Aand E and braced at B and F to resistforce T = 18kN.a = 2 mb = 1 mc = 1 ma. Find the reaction at D in kN. b. Find the stress in brace BD if it ismade of pipe of ø = 75 mm andthickness = 6 mm. c. If brace AB is connected to BDconsist of two flat bars bolted topost AC at B using 20-mm-ø bolt,find the average shear stress (inMPa) in the bolt.
The cantilever is statically indeterminate since there are 4 unknowns VA HA MA and VB to solve with only the 3 Rules becomes possible only if at least one action is given. Say for example we are given that MA = 71.65 kNm (hogging). Determine the 3 unknown reactions and on the diagram overleaf, draw the SFD and BMDs
d.) What is the location of the absolute maximum shear from the left end of the beam? (in m) e.) What is the absolute maximum moment in the beam? (in kNm) f.) What is the location of the absolute maximum moment from the left end of the beam? (in m) I'll re-post again the other questions. Same, imclude fbd.
A beam-column has the following properties and loading: A992 W8x35 and an unbraced length of 10-ft. Pu = 160 kip. It is bent about its strong axis. The two ends are pinned, and the beamcolumn is part of a braced frame (BF) system. Take Cb = 1.14. Take the moment modification factor, B1, to be 1.06 to assist you in determining the magnified moment (Mr) from the factored moment with no translation (Mnt). What is the maximum factored bending moment (Mu) that can be applied to the beam-column and still meet AISC Equation H1-1a?
H.W (Equilibrium The bracket BCD is hinged at C at B For the loadiog shown, dee. (5) the seaction at € ; o . el o] Saim T et the rescions ¢ A st B when () = 0, () = 20w om0 = e Alight bar AB supports 15-kg Hock t s midpoint . Rollrs A and B ret against fctioubess suraces, and 3 borzonial cabe AD is atached at A. Determine (a) the tension i cable AD. 0 the reactions t A and B, (50 o ss0mn T cable CB is subjected 10 @ tension thal 15 twice that of cable CA, determine the angle 6 for equilibrium of the 10-kg cylinder. Also, what are the tensions in wires CA and cB For the structure shown find a) the tension in the string b) the reaction at A
Design a purlin for a roof truss having the following data:Span of the truss = 6.0mSpacing of truss = 3m c/c.Inclination of roof = 30oSpacing of Purlin = 2m c/cWind pressure = 1.5 kN/m2Roof coverage= A.C Sheeting weighing 200 N/m2Provide a channel section Purlin.
Identify the maximum shear and maximum moment. Answers: Vmax = 28.98 kN, Mmax = -85.25 kN-m. Kindly give me the solution of this please.
A 290 kg/m light crane rail sits on and is securely fastened to a W400mmx67kg/m crane girder.The girder is simply supported on a span of 9m.Assume full transfer of lateral load to the top flange of the girder. Crane wheel loads: Vertical load at the centroid (V)=80kN Horizontal load at the top flange (H)=8kN Properties: A=8580 mm^2 d=400 mm bf=179 mm tf=14 mm Ix=244 x 10^6 mm^4 Iy=14 x 10^6 mm^4 tw=8.5 mm a.what is the maximum bending stress fbx(MPa) in the girder? b.determine the maximum bending stress fby(MPa) in the girder c.Using the interaction formula fbx/Fbx + fby/Fby