Force L 250 3m A Force M Force N 3m Enabling Assessment: Calculste the FOrce acting in all membery g: the Huss the Figure above. Refer to shown on Omie nog yalve.

ure B 2m2 m C -2 m D 4 m 500 N 700 N 2 of 2 Part B Identify the zero-force members in the truss shown in (Figure 2). Check all that apply. 000 CD DE CG CF FG BC BG DF AG EF AB Submit Provide Feedback Request Answer

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I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m

please help me to design a simple tensile structure for the exhibition space roof

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The compound bar carries the axial forces P and 2P. Find the maximum allowable value of P if the working stresses are 40 Ksi for steel and 20 ksi for aluminum, and the total elongation of the bar is not to exceed 0.2 in.

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The linkage supports a force of 500 lb and rides along the top and bottom flanges of the crane rail. Draw the free-body diagram for the linkage. Draw the vectors starting at the black dots. The location and orientation of the vectors will be graded. The length of the vectors will not be graded. DA Ma DB. DB Me DC DG DM No elements selected Ꭵ ? 8 in. -3 in. Select the elements from the list and add them to the canvas setting the appropriate attributes. 500 lb Identify the support reactions on the beam shown in (Figure 4). The beam is supported by the roller BB and the rocker CC and contacts the smooth plane at A.A. Check all the possible support reactions on the beam, even if some of them are equal to zero due to the loading given. Make sure the reactions in the set you choose do not depend on each other.

For the fig. shown, compute the force on each member Of the truss. Indicate whether the member is in tension(T) Or compression ©. Answers must be tabulated like below. | 48 kN -4 m→4 m→-4 m→-4 m Bl Member Tor C 36KN(sample T(sample only) Force AB 4.5 m AC E BC BD ВЕ Etc Until all members are included