For A36 steel E= 29000 ksi
For w12x14 beam , I = 88.6 in4
For cantilever beam slope at free end
Slope = ( W * L 2 ) / (2EI) = 3* (6*12)2 /(2*29000* 88.6)
= 0.003 radians = 0.17 degrees.
Answer option C
Question 18 A6 ft long A36 steel W12x14 carries a concentrated load as shown. Assume all...
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
Question 17 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.... O N/A - there is no slope at B 1.03 deg 0.17 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
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
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
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 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
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
b. The slope at A is most nearly…. Group of answer choices 6.51 deg 1.03 deg N/A – there is no slope at A 0.17 deg c. The deflection at A is most nearly…. Group of answer choices 0.15 in 0.01 in 0.86 in 5.47 in A 6 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.......
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...