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Question 2 5 pts 80KN A steel pipe (E = 210 GPa) of 80 mm outer diameter is filled with concrete (E = 28 GPa) and subjected to a compressive force of 80 kN. If the force is equally shared between the steel and the concrete, determine the Inner diameter of the pipe (mm) 500 mm Next » Not saved Submit
3 نقطة (نقاط) السؤال 1 A bar of 20 mm diameter is made of a material having a modulus of elasticity of E= 89 GPa and a modulus of rigidity of G = 61 GPa. If it is loaded axially with a compressive force of 65 kN, determine the absolute .change in its diameter التالي
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Question Part A The steel pipe is filled with ooncrete and subjected to a compressive force outer diameter of 80 mm and an inner diameter of 60 mm. E 200 GPa, Ee al stress in the concrete and the steel due to this loading. The pipe has an 24 GPa (Figure 1) Enter your answers, separated by a comma MPa Figure 1 of 1 Submit 80 kN Provide Feedback Next > 500 mm
The concrete [E = 29 GPa] pier shown in the figure is
reinforced by four steel [E = 200 GPa] reinforcing rods,
each having a diameter of 19 mm. Assume P = 680 kN,
L = 2.10 m, and a = 275 mm. If the pier is
subjected to an axial load of 680 kN, determine
(a) the normal stress (positive if tensile and negative if
compressive) in the concrete and in the steel reinforcing
rods.
(b) the deflection of...
Express your answer to three significant figures and include appropriate units The A-36 steel pipe in (Figure 1) has a 6061-T6 aluminum core. It is subjected to a tensile force of 200 kN. The pipe has an outer diameter of 78 mm and an inner diameter of 68 mm. For A-36 steel Est 200 GPa, and for 6061-T6 aluminum, Eal 68.9 GPa Ơal:1 Value Units SubmitP X Incorrect Try Again; 3 attempts remaining Part B Determine the average normal stress...
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1) A steel pipe is filled with concrete as ilustrated below. If an axial force of kN is applied to the composite column, compute t in the concrete and in the steel. Assume the pipe has an outsid mm and an inside diameter of 70 mm. ESTEEL 200,000 MPa, EcoNC [oSTEEL 48.8 MPa, ơCONCRETE 5.85 MPa] he normal compressive stress e diameter of 80...
Question A-36 steel pipe with an outer diameter of 100 mm and an inner diameter of 80 mm subjected to loadings shown in Figure 1. The pipe is rigidly fixed at B and P - 150 kN. Given the yield stress, Oy -250 MPa and factor of safety, F.S. - 1.5 is used against yielding on this entire pipe. (a) For the stress state at the surface, construct the Mohr circle and determine: (1) the total stresses at surface of...
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1.5-7 A hollow, brass circular pipe ABC (oce figure supports a load P, 118 kN acting at the top A second load P -98 kN is uaiformly distributed around the cap plate at B. The diameters and thicknesses of the upper and lower parts of the pipe are 31 mm ,,-12 mm, dae" 57 mm, and tac· 9 mm, respectively. The modulus of clasticity is 96 GPa. When both loads are fully applied, the wall thickness of...
Question A-36 steel pipe with an outer diameter of 100 mm and an inner diameter of 80 mm subjected to loadings shown in Figure 1. The pipe is rigidly fixed at B and P = 150 kN. Given the yield stress, Oy=250 MPa and factor of safety, F.S. = 1.5 is used against yielding on this entire pipe. (a) For the stress state at the surface, construct the Mohr circle and determine: (1) the total stresses at surface of the...
In the mechanical system represented in Figure 2(a), a motor supplies a torque of 45 kN-m, and powers two machines through gears D and E. The torque delivered to gear E is 8 kN-m The two shafts are made of steel, with E200 GPa, G 80 GPa and yield strength of 300 MPa The shaft AB has an outer diameter of 150 mm and an inner diameter of 80 mm; the shaft DCE has an outer diameter of 80 mm...