Question #4:Two cylindrical rods, one of steel and the other of brass, are joined at C and restrainedby rigid supports at A and E. For the loading shown and knowing that Es = 200 GPa andEb = 105 GPa, determine (dsteeF 40 mm, dbrass = 30 mm)1- The reactions at A and E.2- The deflection at C.180B120*60kN10010040 RNDSteelBrassDimensions in mm.

Answered: Image /qna-images/answer/ba0db9f3-cf5f-4ca9-8f75-37f350634037.jpg

Answered: 1- The reactions at A and E. 2- The…

Engineering

Civil Engineering

1- The reactions at A and E. 2- The deflection at C.

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: In a constant head permeability test, if the discharge coming out of the sample is 0.35 cm³/s find…

A: Discharge Q=0.35 cm3/sLength L=30 cm,Area A=250 cm2Head loss per unit length i = 0.25Coefficient of…

Q: A composite beam cross section is made up of two rectangular strips. Each of (100x50) mm placed and…

A: A composite beam cross-section-To Find-The axial stress in the steel portion.

Q: 8m L=6m f 200 KN 2m |2m| BKM L=Sm Timm A 1.5m C Use TME Det. a.) MA b.) MB c.) Rc d.) Mmax e.) Sp in…

Q: Using the Mueller Breslau principle draw the influence lines for the reactions and internal forces…

A: Degree of indeterminacy = (2+1+1-3-1)=0 Hence the shape of influence line diagrams will be linear

Q: The mass of a moist soil sample collected from the field is 465 g, and its oven dry mass is 405.76…

Q: What is the capillary rise of water above the water table, if the water table is at a depth of 10 m…

A: Depth of water table = 10 mTo Find-The value of the capillary rise of water above the water table.

Q: Assume that you are going to make a three cubic yard (3 yď³) of concrete. Create your own mix design…

A: The design strength = 3.8 ksiThe slump should = 3 to 4 in.The maximum size of aggregate = 2 inUnit…

Q: Find the roots or values of x to this matrix equation.

Q: It is possible to gain a clearer understanding of the undertaking by drawing its map with and…

A: How can creating maps, with and without the fundamental design of an undertaking, contribute to…

Q: P11.21. Analyze the beam in Figure P11.21 by the moment distribution method. Determine all reactions…

A: To analyze the given beam using stiffness matrix method

Q: A W6 X 116 section is to serve as a purlin between roof trusses which is 7.2 meters on center. The…

A: Properties of W 6 x 116A=3058 mm2d = 159.51 mmbf = 102.36 mmtf = 10.29 mmtw = 6.60 mmSx = 167 x 103…

Q: SAMPLE PROBLEM Cords are loop around a small spacer separating two cylinders each weighing 1056.54…

A: "Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: SAMPLE PROBLEM Three bars, hinged at A and D and pinned at B and C as shown in the figure, form a…

Q: What is the internal bending moment at point B

Q: A water tower is a familiar sight in many towns. The purpose of such a tower is to provide storage…

Q: How are passengers and their belongings safeguarded during vehicle transfers?

A: To explain the how the passengers and their belongings are safeguarded during vehicle transfers.

Q: Slope Deflection Method Instructions: Solve the following problems completely using Slope Deflection…

A: Given:Required:Support reaction, shear force and moment diagram

Q: Determine the principal stresses and the absolute maximum shear stress developed at point A of the…

A: Stresses acting on principal planes are principal stresses. Shear stress at absolute maximum refers…

Q: The plan area of a reservoir is 1 km². The water level in the reservoir is observed to decline by20…

A: Plan area of a reservoir A = 1 km2. The water level in the reservoir is observed to decline by 20 cm…

Q: a) What are the moment, the shear, and the stiffness resistances of a glulam beam D.Fir-L 24f-E 265…

A: NOTE : Since you have asked multiple questions, we will solve the first question for you. If you…

Q: Two immiscible fluids, in the form of two layers, are contained between two horizontal plates and…

Q: Water is being pumped from a reservoir into a 20.0-cm diameter pipe and conveyed to a sprinkle…

A: Pipe diameter (D) = 20 cm or 0.2 m Discharge (Q) = 3920 L/min or 0.0653 m3/sSpecific speed, Ns =…

Q: Problem 2: The 16 mm - thick rectangular plate shown is to be connected to a gusset plate with w =…

A: Given that, the thickness of the weld, w = 6.35 mm a = 75 mm, b = 50 mm, c = 150 mm, d 100 mm. The…

Q: Question In a river carrying a discharge of 142 m³/s, the stage at a station A was 3.6 m and the…

Q: A pipe line of 5 cm diameter is reduced abruptly to 2.5 cm diameter at a section to enable…

A: Diameter of the pipe line d=5 cm,Reduced diameter d'=2.5 cm,Loss of head at contraction=0.5…

Q: P11.21. Analyze the beam in Figure P11.21 by the moment distribution method. Determine all reactions…

Q: How much of an increase in Fc is gained for a steel column whose end is changed from pinned-pinned…

A: When a steel column's end conditions change from pinned-pinned to fixed-fixed,Fc increases by a…

Q: c. Compute the weight of water in kN to be added per cu.m. of soil for 99% degree of saturation.…

A: Specific gravity (G) = 2.74Moisture content (w) = 16.6%Moist unit weight = 20.6 kN/m³Degree of…

Q: What will be depth of flow (in m) in a most efficient trapezoidal section if it is required 3 to…

A: Most efficient trapezoidal section-Discharge Q=5.45 m3/sSide slope 1:1Manning's roughness…

Q: public school holds its flag ceremonies every Monday from 7:00 AM to 7:15 AM. During the singing of…

A: q= 1800 vphv= 30 kphk= 80 veh/km and v= 0 kphk= 40 veh/km and q =1000 vphTo find:Characteristic of…

Q: Q.1 Flexural Formula A mild steel plate of width 120 mm and thickness 10 m is nest into an arc of a…

A: A mild steel plate-Width b=120 mmThickness t=10 mmRadius of the circle R=10 m=10000…

Q: Problem 1: Calculate Mn and check the minimum steel limit f'c = 4 ksi, fy = 60 ksi. 2.5" 25" 6-#9…

A: Analysis of T-beamf'c=4 ksify = 60 ksi

Q: The cylinders have indicated weights and dimensions. Assuming smooth contact surfaces, determine the…

A: ##Calculation of reactions for Q1-cylinders shown in figQ2- for truss shown in figure

Q: Question 2 Determine the moments at 1 and 3 if the support 2 moves upward 5 mm. Assume 2 is a roller…

A: EI = 60 × 106 Nm2 Support B move upward 5mm Determine the support moment at point 1 and 3.

Q: Water flows in a 1.5-m wide rectangular channel with a constant bed slope So = 0.144 (see figure…

Q: The truss shown below has a hinge support at point A, a horizontal roller at point B, and is…

A: The free-body diagram of joint D can be drawn as shown below

Q: Question 1 Determine the moments at 1 and 3. Assume 2 is a roller and 1 and 3 are fixed. El is…

A: EI = ConstantDetermine the moment at point 1 and 3. Let's solve using Slope-Deflection Method.

Q: e. Determine the weight of water in kN to be added per cubic meter of soil for 100% degree of…

A: Specific gravity of soil solids Gs = 2.74 Moist unit weight = 20.6 KN/m³ Moisture content = 16.6% =…

Q: A rigid steel bar is supported by three rods as shown. There is no strain in the rods before the…

Q: A 45 ° slope as shown in figure has been excavated to a depth of 6 m in a saturated clay having the…

A: we have to find the factor of safety

Q: specifications. Perform a grain size analysis (log-log plot) and determine whether or not the sand…

A: Sample size Effective size range Uniformity coefficient range US sieve number and mass retained.To…

Q: A > X Wo = w L = L Slope(x) * El = L Determine the equation for the slope in the beam. Hint: first…

Q: the - the t D. E n in tical w the rtical P12.10 to P12.14. Using the Müller-Breslau principle, draw…

A: The Muller-Breslau principle states that the ILD for any stress function in a structure is…

Q: So, how much do solar panels help global positioning systems?

A: Global Positioning System (GPS) is a satellite-based navigation system that allows users to…

Q: Analyze the water surface profile in a rectangular channel of width b = 5k m with flow rate of 25k…

A: Discharge = 25k = 25×84 = 2100 m³/sWidth = 5k = 5×84 = 420 mn(manning's coefficient) = 0.01Slope for…

Q: A cup anemometer consists of two hemispherical cups of 12 cm diameter mounted in opposite directions…

Q: 100 k 40 k/ft ad 3 ft 2 ft 30 k/ft 1+6ft

Q: A farm of 36 hectares is supplied by open field drains. The length of each of these drains were…

Q: An object weighs 1,026 N. It requires 149N of lead to submerged it in freshwater. If the specific…

A: Weight of object (W1) = 1026 N Weight of lead (W2) = 149 N Specific gravity of lead (G2) = 11.3…

Q: Draw the shear force and bending moment diagrams for the loaded beams shown? Explain breifly why the…

A: Solution-Given,

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

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: Given data in the question

VIEW

Step 2: Calculate reaction

VIEW

Step 3: Calculate deflection

VIEW

Solution

VIEW

Step by step

Solved in 4 steps with 3 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

Problem 4 In the structure shown below, each of the rods BD and CE is made of brass (E = 105 GPa) and has a cross- sectional area of 200 mm?. Determine the deflection of end A of the rigid member ABC caused by the 2-kN load. (Hint: 1) consider equilibrium using the free body diagram of the rigid member ABC, 2) consider compatibility between the deflections of points B and C, 3) consider force-deformation relation of rods BD and CE) DO E 2 kN 225 mm В F 550 mm 75 mm 100 mm
An axial member consisting of two polymer bars is supported at C as shown. Bar (1) has a cross-sectional area of 680 mm² and an elastic modulus of 29 GPa. Bar (2) has a cross-sectional area of 1580 mm² and an elastic modulus of 15.2 GPa. Determine the deflection of point A relative to support C. 70 KN 0.85 m O -1.902 mm O-2.101 mm O -2.250 mm O-1.354 mm O -2.879 mm 90 kN (1) 90 kN B (2) 1.15 m
Assignment 4 (CLO4) The beam shown in the Figure below is subjected to the two couple moments. If the center support settles 1.5 mm, determine the reactions at the supports. Assume the roller supports at Dand can pull down or push up on the beam. Take E=200 GPa and I=22(10-6) m4. %3D 4 kN m 4 KN m 2m
The steel pipe (G - 75GPA) has an outer diameter of 50mm and an inner diameter of 30mm. It is fixed at A and three torques are applied to it as shown. Solve the rotation of the free end with respect to the fixed end. 200mm 250mm 300mm 30 N-m 20 N.m 80 N-m O 0.000749rad O 0.000674rad O 0.00624rad O 0.00142rad
2. The plate is acted on by four parallel forces, three of which are shown. The fourth force P and its line of action are unknown. The resultant of this force system is the couple-vector. (-1100i + 1500J)lbft. Determine P and its line of action. %D 1400 lb 200 lb 300 1b y 2. ft 3 ft 3 ft 4 ft
Eiample ai ABC is loaded via a 500 N.m couple and a 600 N force as shown. Tlie The is connected to the rest of the system by a pin joint at B and a roller support at Beteune the magnitide of the reaction forces on the beam at the supports. 600 N 300 N m 400 300 500 Ans. Dimensions in mm RC=1700 N 20 RBx=1597.5 N RBy=1181.4 N Erample Determine the force Pnecded to lift the load. Alsa, determine the proper placement x of the hook for cotilibrium. Neglect the weight of the beam. 0.9 m 100 mm 100 mm 100 mm 6 kN The uniform rod of length L and weight W is supported on the simooth planes. Determine its position e for equilibrium. Neglect the thickness of the rod. Ans 6= tan
The steel rod is fixed to the side at ‘A’, and before it is loaded, there is a gap of 0.15-mm between the side at ‘D’ and the other end of the rod at ‘C’ as shown in the figure below. Determine the support reactions at ‘A’ and ‘D’ if the rod is subjected to an axial force, ? = 200-??. Take ??? = 200-???.
20 kip - t 9 kips/t If the link AB is connected to the beam BC, as shown, the horizontal reaction at C equals You should scan your calculation sheet for this question OA 3.7 kips OB. 3.5 kips OC.3.9 kips O.D.3.8 kips
The rigid beam is supported by a pin support at A and steel wires BD and CE (E-200GPA). The steel wires are 1cm in diameter. If the load P is 5kN and the weight of the beam is neglected, solve the deformation at wire BD. E 4 m +2m+2m -3 m O 0.417mm O 0.497mm O 0.329mm O 0.231mm
Two reds vertically connect beam figure. Pcint A is fxed s shinged connected If the rod on the right is heated by 18 degree Celsius 2 m - 2 m 2 m Use E-200 GPa, linear of coeff cient expansion = 11.7x1o per degree celsius and A4509 mm Compute for the deformation of the right rodin mm Select the correct response 0.0234 mm 0.0842 mm 00468 mm 0.117 mm
Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. For the loading shown and knowing that E, = 200 GPa and Es = 100 GPa, determine (a) the reactions at A and E, (b) the stress at segment BC, (c) the deflection of point D. Dimensions in mm 100 100 -180- +120– Dl E Steel B Brass 60 kN 40 kN 40-mm diam. 30-mm diam.
Compute the maximum tensile and comprsive stresses devloped in the beam that is loaded and has the cross-sectional properties shown in fig 8 KN 120 mm 10 KN/m ΝΑ A 1=20 x10 6 mm4 4m B C 1m 50 mm