Question 10
Material A is more brittle. Because brittle materials fracture at much lower strain values. It fail suddenly.
So option a. A IS correct.
Question 11
Material A is more stronger. Even though brittle material absorb relatively very less energy prior to failure but brittle material have high strength. So more the material is brittle, larger will be its strength.
So option a. A IS correct.
Question 12
Material is having more toghness. Material B absorb more energy before fracture. Toughness is the area of stress strain diagram up to fracture point. It is the ability of material to absorb energy and prastically deform without fracturing.
So option b. B IS correct.
Information P Flag question Use the stress-strain diagram below to answer questions 10-12. A B a...
Information P Flag question Questions (24-27) What are the allowable stress values for the following lumber sections? (Based on Douglas Fir-Larch - Textbook) Question 24 Not yet answered Points out of 3.00 Potion 2x6 No. 1 - Select one O a. 1200 lb/in? O b. 1300 lb/in O C. 170 bin O d. 877 Ibin Question 25 Not yet answered Points out of 3.00 P Flag question 2x6 No. 1 Ft= Select one: O a. 1200 lb/in? O b. 742...
Information P Flag question HORIZONTAL SHEAR STRESS Find fy max for the beam shown below. Use actual dimensions shown For the built-up section Ix = 136 in4 W-200 lb ft L-101 6 in 2 in NA 6 in 5 in 2 in Question 12 Points out of 1.00 P Flag question Not yet answered V = Select one: O a. 2000 lbs. O b. 200 lbs. O c. 400 lbs. O d. 1000 lbs. Question 13 Not yet answered Points...
Information Quit P Flag question i Answer Questions based on the following graph. The graph below illustrates a simple exchange economy with two consumers, A and B, with Good X on the horizontal axis and Good Y the vertical. The economy is producing at Point E on the PPF. Point Fillustrates how the output of the economy is allocated to the two consumers, A and B. (Note that the origin point for Consumer A in the Edgeworth exchange box, Point...
Information P Flag question Calculate the total axial deformation in a 40ft, 2.5 inch diameter steel rod hanger that supports a 142 kip load. (Esteel -- 30 x 106 psi) What would the diameter of the rod be after loading given that v = 0.3? Question 19 Not yet answered Points out of 3.00 P Flag question Select one: a. 70.8 k/in? b. 35.4 k/in? O c. 28.93 k/in O d. 38.2 k/in? Question 20 Not yet answered Points out...
Information P Flag question An 11 1/2 inch wide plank is cut in such a way that the width is in the tangential direction of the annual rings. Compute the change in width (distance and shrinkage or expansion) as the moisture content changes from 11% to 31%. (The fiber saturation point is 28% and shrinkage is 7.5% in drying from the FSP to oven dry in the tangential direction. Question 28 Not yet answered Points out of 3.00 P Flag...
Information P Flag question A W8x35 is used as a column. The weak axis is braced at 28 ft from the bottom and the bottom end condition is fixed in all directions. The top is pinned in all directions and weak axis bracing is pinned. Find the critical load of buckling and the critical stress of buckling. Total Length = 50ft. Question 24 Not yet answered Points out of 1.00 Flag question rx = Select one: O a. 5.51 in....
P Flas question HORIZONTAL SHEAR STRESS Find fy max for the beam shown below. Use actual dimensions shown For the built-up section ly = 136 in w-200 L-1011 NA hitt sin than Question 12 Not yet answered Points out of 1.00 Plaquestion V= Select one a. 2000 lbs Ob. 200 lbs. O c. 400 lbs. O d. 1000 lbs. Question 13 Not yet answered Points out of 1.00 P Flag question Select one: O a. 25 in b. 42.25 in...
Information P Flag question A W8x35 is used as a column. The weak axis is braced at 28 ft from the bottom and the bottom end condition is fixed in all directions. The top is pinned in all directions and weak axis bracing is pinned. Find the critical load of buckling and the critical stress of buckling Total Length - 50ft. Question 24 Not yet answered Points out of 1,00 P Flag question X = Select one: O a. 5.51...
Questions (34-35) Determine the allowable bending stress (Fb) and allowable Compression parallel to the grain (Fe) for a Douglas Pir-Larch 2 x 10 No. 2, used in repetitive framing with snow loading Question 34 Not yet answered Points out of 3.00 P Flag cuestion Pb- Select one O a. 1782 1b/in? O b. 1746 lb/in O c. 1309 lb/in O d. 1552 lb/in Question 35 Not yet answered Points out of 3.00 P Flag question FC Select one: O a....
Question 5 Not yet answered Points out of 3.00 P Flag question Soundness of an aggregate indicates its resistance to weathering. Select one: True False Question 6 Not yet answered Points out of 3.00 P Flag question RAP is an acronym for Residuum Asphaltic Pavement Select one: True O False