a. A W12x14 A36 steel section is used as a column. If the column is 15...
a. A W12x14 A36 steel section is used as a column. If the column is 15 ft long with pin supports at each end, then the largest permissible compressive axial load is most nearly… Group of answer choices 783 kips 21 kips 150 kips 241 kips
b. A W12x14 A36 steel section is used as a column. If the column is 5 ft long with pin supports at each end, then the largest permissible compressive axial load is most nearly…
Group of answer choices
241 kips
150 kips
188 kips
7044 kips
Homework Answers
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a. A W12x14 A36 steel section is used as a column. If the column
is 15...
Question 21 A W12x14 A36 steel section is used as a column. If the column is...
Question 21 A W12x14 A36 steel section is used as a column. If the column is 15 ft long with pin supports at each end, then the largest permissible compressive axial load is most nearly... 0 783 kips O 150 kips 0 241 kips O 21 kips Question 22 AW12x14 A36 steel section is used as a column. If the column is 5 ft long with pin supports at each end, then the largest permissible compressive axial load is most...
AW12x14 A36 steel section is used as a column. If the column is 15 ft long...
AW12x14 A36 steel section is used as a column. If the column is 15 ft long with pin supports at each end, then the largest permissible compressive axial load is most nearly... O 783 kips O 21 kips 0 241 kips O 150 kips
Question 16 A6 ft long A36 steel W12x14 carries a uniform load as shown. Assume all...
Question 16 A6 ft long A36 steel W12x14 carries a uniform load as shown. Assume all stresses remain linear elastic. 2 kip/ft A B C 3 ft 3 ft The deflection at A is most nearly.... 0.014 in 0.032 in 0.189 in 1.193 in Question 15 A6 ft long A36 steel W12x14 carries a uniform load as shown. Assume all stresses remain linear elastic. 2 kip/ft A B C 3 ft 3 ft The deflection at C is most nearly.......
A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain...
A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain linear elastic. 3 kip A B 3 ft 3 ft The deflection at A is most nearly.... 0 0.01 in O 0.86 in 05.47 in 0.15 in
A 6 ft long A36 steel W12x14 carries a uniform load as shown. Assume all stresses...
A 6 ft long A36 steel W12x14 carries a uniform load as shown. Assume all stresses remain linear elastic. 2 kip/ft A B 3 ft 3 ft The deflection at C is most nearly.... O 0.014 in O 0.511 in O 0.081 in O 0.002 in
Question 19 A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all...
Question 19 A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain linear elastic. 3 kip А B - 3 ft 3 ft The deflection at A is most nearly.... 0.15 in 5.47 in 0.86 in 0.01 in
A6 ft long A36 steel W12x14 carries a uniform load as shown. Assume all stresses remain...
A6 ft long A36 steel W12x14 carries a uniform load as shown. Assume all stresses remain linear elastic. 2 kip/ft A B 3 ft 3 ft The deflection at A is most nearly.... O 1.193 in 0 0.014 in O 0.189 in O 0.032 in
A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain...
A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain linear elastic. 3 kip A B 3 ft 3 ft The slope at A is most nearly.... 0.17 deg O N/A - there is no slope at A 1.03 deg 6.51 deg
A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain...
A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain linear elastic. 3 kip A B 3 ft 3 ft The slope at B is most nearly.... 1.03 deg N/A - there is no slope at B 0.17 deg 6.51 deg
Question 18 A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all...
Question 18 A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain linear elastic. 3 kip A B 3 ft 3 ft The slope at A is most nearly.... 6.51 deg O N/A - there is no slope at A O 0.17 deg 1.03 deg
Question 21 A W12x14 A36 steel section is used as a column. If the column is 15 ft long with pin supports at each end, then the largest permissible compressive axial load is most nearly... 0 783 kips O 150 kips 0 241 kips O 21 kips Question 22 AW12x14 A36 steel section is used as a column. If the column is 5 ft long with pin supports at each end, then the largest permissible compressive axial load is most...
AW12x14 A36 steel section is used as a column. If the column is 15 ft long with pin supports at each end, then the largest permissible compressive axial load is most nearly... O 783 kips O 21 kips 0 241 kips O 150 kips
Question 16 A6 ft long A36 steel W12x14 carries a uniform load as shown. Assume all stresses remain linear elastic. 2 kip/ft A B C 3 ft 3 ft The deflection at A is most nearly.... 0.014 in 0.032 in 0.189 in 1.193 in Question 15 A6 ft long A36 steel W12x14 carries a uniform load as shown. Assume all stresses remain linear elastic. 2 kip/ft A B C 3 ft 3 ft The deflection at C is most nearly.......
A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain linear elastic. 3 kip A B 3 ft 3 ft The deflection at A is most nearly.... 0 0.01 in O 0.86 in 05.47 in 0.15 in
A 6 ft long A36 steel W12x14 carries a uniform load as shown. Assume all stresses remain linear elastic. 2 kip/ft A B 3 ft 3 ft The deflection at C is most nearly.... O 0.014 in O 0.511 in O 0.081 in O 0.002 in
Question 19 A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain linear elastic. 3 kip А B - 3 ft 3 ft The deflection at A is most nearly.... 0.15 in 5.47 in 0.86 in 0.01 in
A6 ft long A36 steel W12x14 carries a uniform load as shown. Assume all stresses remain linear elastic. 2 kip/ft A B 3 ft 3 ft The deflection at A is most nearly.... O 1.193 in 0 0.014 in O 0.189 in O 0.032 in
A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain linear elastic. 3 kip A B 3 ft 3 ft The slope at A is most nearly.... 0.17 deg O N/A - there is no slope at A 1.03 deg 6.51 deg
A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain linear elastic. 3 kip A B 3 ft 3 ft The slope at B is most nearly.... 1.03 deg N/A - there is no slope at B 0.17 deg 6.51 deg
Question 18 A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all stresses remain linear elastic. 3 kip A B 3 ft 3 ft The slope at A is most nearly.... 6.51 deg O N/A - there is no slope at A O 0.17 deg 1.03 deg
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