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Questions (40-41) Find the actual deflection of a 15 ft. long 10x16 wood beam with E-1,700,000...
P Flas question HORIZONTAL SHEAR STRESS Find fy max for the beam shown below. Use actual...
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...
Questions (38-39) Select the smallest adequate column sections of Douglas Fir-Larch No. 1 for the following...
Questions (38-39) Select the smallest adequate column sections of Douglas Fir-Larch No. 1 for the following Data. a Points out of 3.00 P Flag question Question 38 Not yet answered Axial Load (kips): 113 Unbraced Length: 12 Select one: O a. 14x14 O b. 10x12 O C. 12x12 O d. 10x14 Question 39 Not yet answered Points out of 3.00 P Flag question Axial Load (kips): 118 Unbraced Length: 12 Select one: O a. 14x14 O b. 10x14 O c....
Information P Flag question Calculate the total axial deformation in a 40ft, 2.5 inch diameter steel...
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 HORIZONTAL SHEAR STRESS Find fy max for the beam shown below. Use...
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...
Questions (34-35) Determine the allowable bending stress (Fb) and allowable Compression parallel to the grain (Fe)...
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....
Razuesto Information Select the lightest adequate W-section with a nominal depth of 14 in or less,...
Razuesto Information Select the lightest adequate W-section with a nominal depth of 14 in or less, for a 34ft, beam with a total uniformly distributed load of 1000 lb/ft Select the beam based only on bending stress then check to see if deflection is OK LL Allowable deflection L/360 TL Allowable deflection L/240 Fb = 2/3 FY Fy 50,000 lb/in? LL IS 70% of total load Question 18 Noted Post of 100 M max Select one: 0.4.25 k-ft b. 144.5k...
Question 41 Not yet answered Reindeer have low energy costs in cold environments because of their...
Question 41 Not yet answered Reindeer have low energy costs in cold environments because of their Points out of 1.00 F Flag question Select one: O a. pelage. O b. hypodermis O c. skin. O d. antlers Question 42 Not yet answered In winter, reindeer is Points out of 1.00 F Flag question Select one: O a. fur; 3-4 cm thick. O b. skin; 3-4 cm thick. O C. skin; 1-2 cm thick O d. fur; 1-2 cm thick. Question...
Question 40 Not yet answered Marked out of 3.00 Flag question Which sequence of conditions best...
Question 40 Not yet answered Marked out of 3.00 Flag question Which sequence of conditions best accomplishes the transformation below? NH2 Select one a. 1) HNO3/H 50. 2) Bry, Ferg, 3) Zn, HCI b. 1) NBS. 2) HNO3/H,50, 3) Zn, HCI c. 1) HNO3/H 504. 2) Zn, HCl. 3) Bra FeBrg d. 1) Bra FeBrg. 2) HNO3/H.S04, 3) Zn. Het uiz/attempt.?attempt=886589&cmid=1097276&page=40 The major product of the reaction below would be: AICI Select one o Question 42 Not yet answered Marked...
Problem (42-43) 50 ksi steel, by Calculation: Select the lightest w section for a beam 20...
Problem (42-43) 50 ksi steel, by Calculation: Select the lightest w section for a beam 20 ft in length with a superimposed total uniformly distributed live load of 98 kips and a total uniformly distributed dead load of 50 kips. DO NOT adjust for beam self weight Question 42 Not yet answered Points out of 3.00 P Flag question Lightest W- Select one O a, W24x62 Ob W18x71 O C. W24x55 O d. w12x79 Question 43 Flag question Not yet...
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...
Questions (38-39) Select the smallest adequate column sections of Douglas Fir-Larch No. 1 for the following Data. a Points out of 3.00 P Flag question Question 38 Not yet answered Axial Load (kips): 113 Unbraced Length: 12 Select one: O a. 14x14 O b. 10x12 O C. 12x12 O d. 10x14 Question 39 Not yet answered Points out of 3.00 P Flag question Axial Load (kips): 118 Unbraced Length: 12 Select one: O a. 14x14 O b. 10x14 O c....
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 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...
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....
Razuesto Information Select the lightest adequate W-section with a nominal depth of 14 in or less, for a 34ft, beam with a total uniformly distributed load of 1000 lb/ft Select the beam based only on bending stress then check to see if deflection is OK LL Allowable deflection L/360 TL Allowable deflection L/240 Fb = 2/3 FY Fy 50,000 lb/in? LL IS 70% of total load Question 18 Noted Post of 100 M max Select one: 0.4.25 k-ft b. 144.5k...
Question 41 Not yet answered Reindeer have low energy costs in cold environments because of their Points out of 1.00 F Flag question Select one: O a. pelage. O b. hypodermis O c. skin. O d. antlers Question 42 Not yet answered In winter, reindeer is Points out of 1.00 F Flag question Select one: O a. fur; 3-4 cm thick. O b. skin; 3-4 cm thick. O C. skin; 1-2 cm thick O d. fur; 1-2 cm thick. Question...
Question 40 Not yet answered Marked out of 3.00 Flag question Which sequence of conditions best accomplishes the transformation below? NH2 Select one a. 1) HNO3/H 50. 2) Bry, Ferg, 3) Zn, HCI b. 1) NBS. 2) HNO3/H,50, 3) Zn, HCI c. 1) HNO3/H 504. 2) Zn, HCl. 3) Bra FeBrg d. 1) Bra FeBrg. 2) HNO3/H.S04, 3) Zn. Het uiz/attempt.?attempt=886589&cmid=1097276&page=40 The major product of the reaction below would be: AICI Select one o Question 42 Not yet answered Marked...
Problem (42-43) 50 ksi steel, by Calculation: Select the lightest w section for a beam 20 ft in length with a superimposed total uniformly distributed live load of 98 kips and a total uniformly distributed dead load of 50 kips. DO NOT adjust for beam self weight Question 42 Not yet answered Points out of 3.00 P Flag question Lightest W- Select one O a, W24x62 Ob W18x71 O C. W24x55 O d. w12x79 Question 43 Flag question Not yet...
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