1. Fixed-end support. Material: Steel Diameter 1.0 in. 1 2. A T A Y B Z 8 in 100 lb C 3in 75 lb 85 lb X
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Determine the shear stress at the points, and the maximum stress produced by the loads, and create the shear and moment diagrams for the structure.
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- H1I 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/mDetermine the type and amount of stress in each member of the truss shown below due to wind load using the method of joints. a.) Draw FBD b.) Solve the stress of all the members c.) Tabulate your answers (Length, Force, Compression/Tension, etc.)
- A rack is made from roll-formed sheet steel and has the cross section shown. Determine the location (x̄, y̅) of the centroid of the cross section. The dimensions are indicated at the center thickness of each segment.sted ingid 250MM B k steel bar bolt AUR rigid bar 12 mm thick 8 mm Brass 350mm Jointd 16 mene thick 350mm JointB 250 mm Xg = 20x10% Eg = 90 G Pa -6 A, = 12x10/0 Es = 200 G Pa thickness> 16 mm 8 mm bolt %3D 12 mmi thick shear strength f bolf bearing streng th of holt= 100 la 50 MPa %3D Assume no failure will take place in steel or brass. Temperature chauge brass steel on Temperature change on Determine thai can be applied to system - the max*use hand written by Computing the LRFD&ASD in steel design nscp 2015 ty <3
- Please Answer the problem attached image. ASAP Thank you very much.Please answer below image attached Thank youPermissible As in sechion to ensure tensile Compute the design strength of beam shown it 420 MPa , fc = 30 MPa . check the maximum %3D Permissible As in sechion to ensure tensile failure. 4¢25 stimpp10 q00 8432 300 mm