Question

Steel structure

Design a beam shown to carry a repeated central load F varies from Fmin = 800 to F,max 1200 lb.so that it has a design factor equal to N = 4,made from (select) steel, it is to be used in the hot-rolled condition, a reliability of (...%). use. Goodman method of failure

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### Question 39565

Steel structure

The two-bay portal frame shown can be subjected to either of the following load systems:
OA horizontal load of 2W at B and a vertical load of 3W at the centre of span CD
(b) A horizontal load of 2W at B and a vertical load of 3W at the centre of spanВС.
If the plastic moment of the beams is 1.5 Mp and that of the columns M, calculate the minimum value of W which would cause collapse of the structure.Sketch the bending moment diagram of the structure at collapse indicating significant values.

### Question 36662

Steel structure

.The shaft shown in the figure is machined from AISI 1040 CD steel. The shaft rotates at 1600rpm and is supported in rolling bearings at A and B. The applied forces are F1 = 2500 Ibf andF2 = 1000 lbf. Determine the minimum fatigue factor of safety based on achieving infinite life.If infinite life is not predicted, estimate the number of cycles to failure. Also check for yielding.

### Question 36661

Steel structure

2. For the interval 10 3 <N< 10° cycles, develop an expression for the axial fatigue strength (S'fJaxial for the polished specimens of 4130 used to obtain the figure below. The ultimate strength is Sut = 125 kpsi and the endurance limit is (S'e)axial = 50 kpsi.

### Question 36660

Steel structure

1. A steel rotating-beam test specimen has an ultimate strength of 230 kpsi. Estimate the fatigue strength corresponding to a life of 150*103 cycles of stress reversal.

### Question 36659

Steel structure

2. Describe the stages of fatigue failure

### Question 36658

Steel structure

1. Define fatigue strength and endurance limit

### Question 36599

Steel structure

The preferred material specification for W-shapes is
О с. А625
d. A992
O a. A500
b. A365
e. А100

### Question 36598

Steel structure

What is the LRFD design yielding limit strength (kips)for a HSS 4x4x3/8 for A500 Gr. B?
O a. 249 kips
O b. 57.9 kips
e. 198 kips
O c. 196 kips
d. 73.3 kips

Steel structure

С. 45
O d. 70
O b. 120
O a. 172
О е. 130

### Question 36596

Steel structure

What is the effective net area (in2) of a gusset plate with a total thickness of 0.75 inches used for Tension that has ten bolted holes given a GrossArea of 30 in² and a nominal bolt diameter of 0.125inches. The given pitch "s" is =0.35 inches and the gage "g" is = 0.15 inches