A rigid beam rests on two bronze bars 700 mm long. Another aluminum bar is placed between them which is 699.93 mm long. If the allowable stresses are Salum = 90 MPa and Spronze=80 MPa, find the maximum weight of the beam that the system can support (in KN).
Q: A beam cross section is shown. If the beam is subjected to a moment of 400N.m, the maximum bending…
A:
Q: 54 3)A metal bar of length 150 mm and diameter 4 mm is subjected to a tensile load, the measured…
A:
Q: A uniform beam weighing 500 N is held in a honzontal position by three vertical wires, one attached…
A: Stress = Load / Cross secrion Assuming that the load is equally distributed in all the three wires.
Q: A cantilever beam BD rests on a simple beam AC as shown below. Both beams are of the same material…
A: It can be solved using solving for moments along both the axis.
Q: A RIGID PLATFORM THAT RESTS ON TWO STEEL BARS SHOWN HAS A NEGLIGIBLE MASS Given: A=1500 mm? AAL=3550…
A:
Q: A rigid steel bar is suspended horizontally by 1m steel rod at one end and 2m bronze rod at the…
A:
Q: The figure below shows a shaft of three segments. It is restrained (fixed support) at both sides and…
A: To determine the maximum shear stress in Aluminum
Q: A 2-m long steel rod, 10-mm in diameter, is carrying a load of 20 kN. (a) what is the axial stress…
A: This question is related to the Strength of material. In this question we calculate axial stress and…
Q: 2.5 2.0 1.5 Aluminum Bronze 2P Steel A=500 mm2 A=400 mm? A=200 mm?
A: According to given data The value of P in steel is given as Stress = P / Area 169 MPa = P / 500 P =…
Q: An aluminum bar having a cross-sectional area of 160 mm2 carries the axial loads as shown in the…
A:
Q: a. A round steel bar with an initial diameter of 20 mm and length of 2 m is placed in tension,…
A:
Q: An aluminum bar having a cross-sectional area of 160 mm² carries the axial loads as shown in the…
A:
Q: F = 520 kN Determine the stress in each aluminum and steel bars after 0.2 mm F = 520 kN is applied.…
A: To Find :- stress in each aluminium and steel bar after load 520 kN is applied.
Q: Figure Q4(a) shows a steel beam with length of 4 m that is supported by a steel column at point B.…
A:
Q: : Two vertical steel rods support the rigid bar as shown. Initially, the rods are stress-free. Given…
A: here two vertical steel rods supports a rigid bar as shown in figure. the rigid bar has a…
Q: A steel bar of length 30 m and having specific weight of 20 x 10-5 N/mm³. Find the elongation of the…
A:
Q: The rigid bar of negligible weight is supported as shown in the figure. If W = 80 kN, compute t…
A: Solution: Given Data: The load W=80 kNThe tensile stress=50 MPaThe area of steel rod=300 in2The area…
Q: A 220 mm? steel rod and 420 mm? copper rod supports a rigid bar as shown. If a 30 kN load is…
A:
Q: An aluminum bar having a cross-sectional area of 160 mm? carries the axial loads as shown in the…
A:
Q: A cantilever beam BD rests on a simple beam AC as shown below. Both beams are of the same material…
A:
Q: 4. Sample of steel bar has 50 mm length after performing tension test the final length was 50.2 mm,…
A:
Q: An aluminum bar having a cross-sectional area of 160 mm² carries the axial loads as shown in the…
A: To find axial stress in bar B3 LHS force = 35+10 = 45 kN RHS force = 15+30 = 45 kN So Bars are in…
Q: A compound bar consists of a circular rod of steel of diameter 25 mm, rigidly fitted into a copper…
A:
Q: An aluminum bar having a cross-sectional area of 160 mm carries the axial loads as shown in the…
A: An arrangement of load on aluminium bar is given and it has been asked to determine axial stress in…
Q: A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as…
A:
Q: A wood beam carries the loading shown in the figure. Determine the smallest allowable width b of the…
A: Ultimate stress is the safest stress taken within elastic limit. It is the ratio of ultimate stress…
Q: ØD VP The figure (not drawn to scale) shows a metallic cylindrical column submitted to a combined…
A:
Q: An aluminum bar having a cross-sectional area of 160 mm² carries the axial loads as shown in the…
A:
Q: The simply supported beam given in the figure is 8-meter-long and loaded with a uniformly…
A: It is required to determine the maximum bending moment. Mmax=wL28=15 kNm×1000 N1 kN×8 m28=120×103…
Q: The bronze bar 3.08 m long with a cross-sectional area of 629 mm2 is placed between two rigid walls.…
A:
Q: Consider the truss shown in (Figure 1). AE is constant. Suppose that F = 3.2 kN. Part A Determine…
A:
Q: Problem #8: A bar made from aluminum (E = 72 GPa) has a diameter of 12 mm. When the bar is subjected…
A: Find the value of load P and axial deformation?
Q: An aluminum bar having a cross-sectional area of 160 mm carries the axial loads as shown in the…
A:
Q: A brass bar is fastened between a steel bar and an aluminum bar as shown in the figure. Axial loads…
A:
Q: Question 3 A pair of lateral load is applied to a 3 m steel beam as in Figure Q3a to bend it…
A: L = 3m
Q: 20 mm x 120 mm beam is subjected to a load of 50 kN acting at the centroid of the cross section as…
A:
Q: A cylindrical rod of steel (E = 207 GPa), 4mm in diameter is to be deformed by a tensile force.…
A:
Q: Consider the following uniformly loaded simple beam. The beam has a span length L = 2.5 m, the load…
A: Given data in question Elasticity modulus UDL Span member length Bending stress To find out…
Q: PROBLEM 283 30 kN 90 kN B 30 kN -400 mm - 600 mm- Rod is solid with diameter 30mm.
A:
Q: A cantilever thin-walled cylindrical tube of inner diameter ? = 30cm and thickness ? = 1cm is…
A: Shear strain is the proportion of the adjustment of disfigurement to its unique length opposite to…
Q: Please answer to determine the change in length of steel rod having a length of 800mm and a diameter…
A: Length, diameter, young modulus of elasticity of rod and applied load has been given and it has been…
Q: The stiffness matrix of the beam shown below is - В El 2EI 4m 8m
A:
Q: An aluminum bar having a cross-sectional area of 160 mm? carries the axial loads as shown in the…
A:
Q: 3. An ASTM A36 structural steel beam 5.00 m long is placed between two rigid supports. When the…
A:
Q: Practice 2 A fixed ended steel beam 8m long carries a uniform load 20kN/m and an axial tensile force…
A: Asked: To determine- axial stress in the beam bending stress in the beam due to the uniform load…
Q: (a) Determine the load carrying capacity of a 6-m tall (L = 6 m) steel column which has a Pin-…
A: Given data:- length of column, L = 6m The effective length of column leff = 6m (both ends are…
Q: SIMPLE STRESSES 340 mm Two plates are connected by bolts as shown in the figure. Compute the maximum…
A: We will calculate Resisting load and divide by using B*T.
Q: Give me the solution of these with these answers: 2. ?? = 107.725 MPa 3. the shear stress in the…
A:
A rigid beam rests on two bronze bars 700 mm long. Another aluminum bar is placed between them which is 699.93 mm long. If the allowable stresses are Salum = 90 MPa and Spronze=80 MPa, find the maximum weight of the beam that the system can support (in KN).
note: please help us in this sample question and it is not a graded question but a practice question thank you
Step by step
Solved in 2 steps with 1 images
- A hollow steel [E = 30,000 ksi] tube (1) with an outside diameter of 3.00 in. and a wall thickness of 0.223 in. is fastened to a solid 1.75-in.-diameter aluminum [E = 10,000 ksi] rod. The assembly is attached to unyielding supports at the left and right ends and is loaded as shown. Assume P=18 kips, Q=13 kips, L1=4 ft, L2=6 ft, and L3=6 ft. Determine(a) the stresses in all parts of the axial structure.(b) the deflections of joints B and C.A W 12 X 35 steel cantilever beam is subjectedto an axial load P =10 kips and a transverse loadV =15 kips. The beam has length L = 6 ft. (a) Calculatethe principal normal stresses and the maximumshear stress for an element located at C near the fixedsupport. Neglect the weight of the beam. (b) Repeat Parta for point D which is 4 in. above point C (see figure).See Table F-1(a), Appendix F, for beam properties.please sir solve accurate and fast. ( of possible solve compyuterised) THANKS a 30m weighing 0.900kg has a cross-sectional area 0.0485cm^2. the tape measures 30.000m when supported throughout under a tension of 5kg. the modulus of elasticity is 2.1x10^6kg/cm. what tension is required to make the tape measure 30m when supposed only at the two ends?
- The assembly consist of two 10mm diameter red brass C83400 Copper rods AB and CD, a 15mm diameter 304 stainless steel rod EF, and a rigid bar G. The modulus of elasticity for red brass C83400 is 101 GPa for 304 stainless steel 193 GPa. If P= 4.3 kN, determine the horizontal displacement of end F of rod EFFind the EIδ under 200lb load EIδδ under 400lb loadA W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 8 m long, pinned at the top fixed at bottom with additional lateral support at mid height in the weak direction. The properties are as follows: Ag = 14,500 sq.mm, Ix= 258.6 x10^6 mm ^4 Iy=84.375 x 10^6 mm^4. 57. Calculate the flexural buckling stress Fcr in MPa
- Axial loads are applied to the compound rod that is composed of an aluminum segment rigidly connected between steel and bronze segments. What is the stress in each material given that P = 15 kN? Specify whether tension or compression. Bronze Aluminum Steel A=400 mm? A=600 mm? A= 300 mm? 2P 3P 4P P -3 m + 5 m -4mline is recorded as 472.90 m. long. It is measured with a 0.65 kg. tape which is 30.005 m. long at 200 C under a 50 N pull supported at both ends. During measurement, the ttemperature is 50C and the tape is suspended under a 75 N pull. The line is measured on a 3% grade. Modulus of elasticity of the tape is 200 GPa, cross-sectional area of the tape is 3 mm2 and the coefficient of linear expansion is 0.000016 m/0C. a. Compute the actual length of the tape during measurement. b. Compute the total error to be corrected for the inclined distance. c. What is the true horizontal distance.The initial compressive force of a steel column can be determined by using the Euler's Critical Load Formula. The x-axis has an unbraced length of L meters which is fixed at the top and bottom supports to prevent sidesway. The y-axis has an unbraced length of L/2 meters due to the bracing at mid-height. The properties of the column are the following A=8154mm2 , Ix=171511400mm4 , Iy=22116343mm4 ,Fy=345MPa. Calculate the minimum length, L of the column in millimeters without exceeding the proportionality limit, fs=317.1MPa. Express your answer in 2 decimal places.
- A steel bracket of solid circular crosssection is subjected to two loads, each of which isP = 4.5 kN at D (see figure). Let the dimension variablebe b = 240 mm.(a) Find the minimum permissible diameter dminof the bracket if the allowable normal stress is110 MPa.(b) Repeat part (a), including the weight ofthe bracket. The weight density of steel is77.0 kN/m3.The cantilever beam consists of a rectangular structural steel tube shape [E = 200 GPa; I = 450 × 106 mm4]. Assume P = 50 kN, w = 10 kN/m, LAB = 1.00 m, and LBC = 2.00 m. For the loading shown, determine:(a) the beam deflection at point A.(b) the beam deflection at point B.Determine the component of the beam deflection at point A due to only the uniformly distributed load of w = 10 kN/m.Answer: vA,w = mm. Part 2 Determine the component of the beam deflection at point B due to only the concentrated load of P = 50 kN.Answer: vB,P = mm. Part 3 Determine the component of the rotation angle of the beam at point B due to only the concentrated load of P = 50 kN.Answer: θB,P= rad. Part 4 Determine the component of the beam deflection at point A due to only the concentrated load of P = 50 kN.Answer: vA,P = mm. Part 5 Determine the total beam deflection at point A due to the combined effects of the concentrated…A flooring system consist of I-beam sections spaced at 3 m(center to center) and with simple spans of 6 m. The beams support a 200 mm thick slab. The flooring system is designed for a live load of 2400 N/m² as well as ceiling load of 750 N/m². The properties of the I-beam sections are : d = 352 mm, weight of beam = 440 N/m, moment of inertia , Ix = 0.0012 m⁴. Consider Fy = 248 MPa, E = 200000 MPa and wt. of concrete of 24 kN/m³. 1. Which of the following most nearly gives the uniform pressure acting on the slab? a. 6.2 kPa b. 7.95 kPa c. 5.2 kPa d. 6.10 kPa 2. Which of the following most nearly gives the total uniform load on the beam in kN/m? a. 19.71 kN/m b. 17.82 kN/m c. 24.29 kN/m d. 28.14 kN/m 3. Which of the following most nearly gives the initial stress on the beam due to deadload only assuming no shoring during construction? a. 12.1 MPa b. 8.91 MPa c. 10.4 MPa…