made from gray cast iron Grade 30A undergoes pure bending as shown. The 4. (15 pts)....
Cross-section of a beam is shown left Pure bending about a horizontal axis (upward) M-2000N. m Steel: E-200GPa Aluminum: E-100GPa Steel 20 mm 40 mm Aluminum Choose Aluminum as the reference material, calculate modulus ratio, ni(for steel) and n2 (for aluminum) Find location of Neutral Axis Y Y starting from the bottom line) a) 30 mm n.A.Y b) (choose c) Calculate (reference) moment of inertia, I d) Determine maximum stress(magnitude) in the steel Determine the bending curvature n, My e)...
Question 1 The stepped flat bar has a constant thickness of 8.0 mm. It carries three concentrated loads as shown. Let P 200 N, L 180 mm, L, = 80 mm, and Ls 40 mm. Compute the maximum stress due to bending and state where it occurs. Note: The bar is braced against lateral bending and twisting. 100 mm 140 mm 1CX) mm 140 mm 2P Flat plate r3 mm t8 mm typical 12 m 24 mm-36 mm 48 mm...
solve 1 and 3 please
Wut unte. 02/06/2020, 12:00pm) Problem 1 (50 pts): For the beam shown, a) Determine the reaction forces at the supports b) Derive the loading, shear-force, and bending moment relationships (g(x), and c) Draw the V(x) and M(x) graphs and identify the locations of the maximum shear force and bending moment along the beam d) Determine the maximum tensile and compressive stresses e) Determine the maximum shear stress due to V 13 kN 50 mm --...
A cylindrical bar of ductile cast iron is subjected to reversed
and rotating-bending tests, test results (i.e., S-N
behavior) are shown in Animated Figure 8.21. If the bar diameter is
8.52 mm, determine the maximum cyclic load that may be applied to
ensure that fatigue failure will not occur. Assume a factor of
safety of 2.21 and that the distance between loadbearing points is
55.3 mm.
answer in N
We were unable to transcribe this imageReferences Cycles to failure 3.2E...
The joint shown in Figure 1 is made from steel Grade 350 (AS/NZS
3678). Four bolts are used. Diameters of all holes are 5 mm. Note
that the middle hole on both Plates A is just a hole with no bolt.
The shear design capacity (reduced nominal capacity) of the bolts
in single shear is 10 kN. Dimensions given below are in
mm.
Determinre the maximum tension design force:
a) * N2PlatesA that the double plate A can support.
b)...
The cantilever bar in the figure is made from AISI 1018 CD
steel and is statically loaded with Fy = 800 N, and Fx = Fz = 0.
The fillet radius at the wall is 2 mm with theoretical stress
concentrations of 1.5 for bending, 1.2 for axial, and 2.1 for
torsion.Sut = 440 MPa = 64 kpsi, Sy = 370 MPa = 54 kpsi. Analyze the
stress situation in rod AB by obtaining the following
information.a) Determine the precise...
A fire protection system is supplied from a water tower and standpipe 24.4 m tall. The longest pipe in the system is 182.9 m and is made of cast iron about 20 years old. The pipe contains one gate valve; other minor losses may be neglected. The pipe diameter is 101.6 mm. Determine the maximum rate of flow (gpm) through this pipe. Glven: Fire protection system, as shown. Find: Q.gpm. Solution: Gate valve D- 101.6 mm Governing equations: 182.9m
A...
By deatiles please!
Q1. The figure shown below is extracted from bending stress in a beam experiment where an inverted Aluminum (E 69 GPa) T-section is subjected to two point-Loads (each 1/2W). The strain across the depth of the cross section is measured using strain gauges which are sensors that experience a change in electrical resistance when stretched or compressed. Connections to digital strain display Beam Loading frame Pin support -Retaining pin Strain gauges Locating hole for STRBA load cel...