Need urgent answer.Don't provide wrong answer. ResultIII. A ladder shaped rod ABC is subjected to axial loadsas follows, F=10kN₂11-12-400mm, Knowing that the areasof segment AB and BC is A1-100mm², A2-50mm², The1Reviewermodulus of elasticity of the material is E-200GPa Please:a. draw the axial force diagram for the rod;SAAAAAAALEb. Calculate the maximum stress in the rod (The calculation results is in MPaand accurated to one decimal place)SUSMAAAAAAAAAAA1c. determine the deformation of the whole rod. (unit mm and accurated to onewwwwwwwwwwwGRAAMATUNGGUNGANGAdecimal place)I1111411₂2 C

F=10kN , l1=l2=400mm , A1=100mm2 , A2=50mm2 , E=200GPaTo Find :a) Axial force diagram for the rod.b)…

Result III. A ladder shaped rod ABC is subjected to axial loads as follows, F=10kN₂11-12-400mm, Knowing that the areas of segment AB and BC is A1-100mm, Az-50mm², The 1 Reviewer 1 modulus of elasticity of the material is E-200GPa Please: a. draw the axial force diagram for the rod; b. Calculate the maximum stress in the rod (The calculation results is in MPa and accurated to one decimal place) T snnnnnnnnnnnnnnn 1 c. determine the deformation of the whole rod. (unit mm and accurated to one www nnnnnnnnnnnnn wwwnnnnnnn decimal place) I H A 1 1 1 20 2F 2

Result III. A ladder shaped rod ABC is subjected to axial loads as follows, F=10kN₂11-12-400mm, Knowing that the areas of segment AB and BC is A1-100mm, Az-50mm², The 1 Reviewer 1 modulus of elasticity of the material is E-200GPa Please: a. draw the axial force diagram for the rod; b. Calculate the maximum stress in the rod (The calculation results is in MPa and accurated to one decimal place) T snnnnnnnnnnnnnnn 1 c. determine the deformation of the whole rod. (unit mm and accurated to one www nnnnnnnnnnnnn wwwnnnnnnn decimal place) I H A 1 1 1 20 2F 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

Similar questions

•Timber beamSafe working stress = 25 MPaCross-section dimensions:height = 119 mm,width = 66 mmProving ring number 293. Steel beam Safe working stress = 200 MPa Cross-section dimensions:external height = 149 mm,external width = 50 mm,wall thickness = 3.0 mm,Proving ring number 1522.1)Calculate safe max bending moment in the central part of the beam using Mmax = (I)(max stress)/(D/2)2) calculate Safe applied force in the proving ring or tie rod, assuming a symmetrical setup as in the photowith a ‘lever arm’ of 600 mm
A reinforced rectangular beam with width b and effective depth d has 4.16 mm bars placed on 1 layer at the tension side. The beam has a stirrup with a diameter of 10 mm. Use fc=28 Mpa and fy=420 MPa GIVEN: b= 390.5 mm d= 610.5mm L= 6.45 m Wd = 13.5 kN/m WL = 35.5 kN/m Calculate the nominal moment capacity of the beam Calculate that strain of the tension bars. Calculate the strength reduction factor of the beam
The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and C are stress-free. Ifa20-kip load is applied, determine the vertical displacement in the barat ?and C that will cause a stress in the rod at C to be 50ksi. Indicate the direction of movement. Use E=29x106psi for steel.(Provide FBD and movement diagramin your computation).
The cantilever beam AB, with the rectangular cross section shown, is supported by a 1/8-in.-diameter steel wire at B. The force in the wire was stress-free before the uniformly distributed load was applied. The beam and the wire are both made of steel with E = 29 x 10^6 psi. Determine the force in the steel wire and the elongation of the steel wire. What is the moment at A?
The cross section of a steel beam is constructedof a W 18 × 71 wide-flange section with a 6 in. × 1/2 in.cover plate welded to the top flange and a C 10 × 30channel section welded to the bottom flange. This beamis subjected to a bending moment M having its vector atan angle θ to the z axis (see figure).Determine the orientation of the neutral axis andcalculate the maximum tensile stress σt and maximumcompressive stress σc in the beam. Assume thatθ = 30° and M = 75 kip-in. Note: The cross- sectionalproperties of this beam were computed in ExamplesD-2 and D-5.
Data are as follows: P = 6.2 kN, L = 3.2 m, d = 1.25 m, b = 80 mm, t = 25 mm, h = 120 mm, and h1 = 90 mm. (1) Locate the position of the neutral axis in the cross section as shown in Fig.3-a. ((2) Determine the maximum tensile stress σt,max and maximum compressive stress σc,max due to the load P acting on the simple beam AB, if the cross section has the moment of inertial about the neutral axis is IZ = 5.88×10-6 m4. A freight-car axle AB is loaded approximately as shown in Fig.3-b, with the forces P representing the car loads and the forces R representing the rail loads. The diameter of the axle is d = 82 mm, the distance between centers of the rails is L, and the distance between the forces P and R is b = 220 mm. Please calculate the maximum bending stress σmax in the axle if P = 50 kN.
The single rope of a cantilever crane supports a load of 200 kN and passes over two pulleys and then vertically down the axis of the crane to the hoisting apparatus. The section AB of the crane is a hollow rectangle. The outside dimensions are 37.5 cm and 75 cm and the material is 2.5 cm thick all round, and the longer dimension is in the direction AB. Calculate the maximum tensile and compressive stresses set up in the section, and locate the position of the neutral axis. (Cambridge) ANSWER: tensile 155 MN/m2, compressive 147 MN/m2; neutral axis 0.365 m from outside of box-section Please show the solution to get the answer.
horizontal load applied to the bar AC causes point A to be displaced to the right by an amount ∆?, determine the normal strain in the wire AB. Originally, ?=45°.
If P= 8.571 kN, Determine the stress in member CEassuming that the area in steel is 24 mm2.Show FBD
Given the image below what is the equivalent force-bouple at poitn A at tension of cord Cg when Tcg = 52.1N?
A horizontal beam AB with dimensions of its cross section (b = 19 mm) x (h = 200 mm) is supported by a rake CD and supports a load P = 12 kN at B (see part a of the figure). The strut, consisting of two bars each with a thickness of 5b/8, is connected to the beam by a bolt that passes through the three bars that meet at C (see part b of the figure) (a) If the allowable shear stress in the bolt is 90 MPa, what is the necessary minimum diameter (dmin) of the bolt at C? (b) If the allowable bearing stress in the bolt is 130 MPa, what is the necessary minimum diameter (dmin) of the bolt at C?
an 8 m long steel is pinned at the top and fixed at the bottom. the column is provided with lateral support 3m from the top in the weak direction. the properties of the column section are as follows: ix = 178.1x10^6 mm^4 ly = 18.8x10^6 mm^4 a = 8129 mm^2 fy = 400 mpa a. what is the critical effective slenderness ratio? %3d %3d b. what is the buckling stress of the column? c. calculate the critical load pc in kn