FE Civil – Structural Engineering_medium_difficulty

#1. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=6 ksi, b=14 in, a=2.5 in, what is C?

210 kip

178.5 kip

214.2 kip

228.48 kip

#2. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The relation applies only to space trusses

The truss is automatically indeterminate to degree 2

The truss is always unstable

The truss is statically determinate if stable and properly configured

#3. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=120 in^4, K=1.0, L=168 in, what is Pcr?

1216.92 kip

34.88 kip

304.23 kip

4867.66 kip

#4. A simply supported beam span 11 ft has uniform load 1 kip/ft. What is maximum moment?

5.5 kip-ft

7.562 kip-ft

60.5 kip-ft

15.125 kip-ft

#5. Which is a dead load in building design?

Temporary construction equipment load

Occupant live load in assembly area

Wind pressure on cladding

Self-weight of structural members and permanently attached materials

#6. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=4 ksi, b=16 in, a=3.0 in, what is C?

195.84 kip

192 kip

208.896 kip

163.2 kip

#7. Which is a dead load in building design?

Self-weight of structural members and permanently attached materials

Temporary construction equipment load

Occupant live load in assembly area

Wind pressure on cladding

#8. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

Degree 3

Degree 0

Degree 2

Degree 1

#9. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The truss is automatically indeterminate to degree 2

The truss is always unstable

The relation applies only to space trusses

The truss is statically determinate if stable and properly configured

#10. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

Degree 3

Degree 1

Degree 2

Degree 0

#11. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.0 kip/ft, L=16 ft, E=30000 ksi, I=120 in^4 (use consistent form), what parameter trend is correct?

Deflection varies linearly with L and is independent of E

Deflection varies with L^4 and is approximately 0.0002 (in consistent normalized units)

Deflection is 0 with L^2 dependence

Deflection increases with larger I

#12. In LRFD steel design, φPn represents what?

Required factored load from combinations

Service-level unfactored resistance

Allowable stress multiplied by safety factor

Design strength equal to nominal strength times resistance factor

#13. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=2.0 kip/ft, L=16 ft, E=29000 ksi, I=240 in^4 (use consistent form), what parameter trend is correct?

Deflection is 0 with L^2 dependence

Deflection varies with L^4 and is approximately 0.0002 (in consistent normalized units)

Deflection varies linearly with L and is independent of E

Deflection increases with larger I

#14. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=6 ksi, b=12 in, a=2.5 in, what is C?

183.6 kip

195.84 kip

153 kip

180 kip

#15. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=80 in^4, K=2.0, L=120 in, what is Pcr?

99.38 kip

397.53 kip

19.94 kip

1590.1 kip

#16. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The truss is statically determinate if stable and properly configured

The relation applies only to space trusses

The truss is always unstable

The truss is automatically indeterminate to degree 2

#17. Which is a dead load in building design?

Temporary construction equipment load

Wind pressure on cladding

Self-weight of structural members and permanently attached materials

Occupant live load in assembly area

#18. A simply supported beam span 22 ft has uniform load 2 kip/ft. What is maximum moment?

22 kip-ft

484 kip-ft

121 kip-ft

60.5 kip-ft

#19. A simply supported beam span 26 ft has uniform load 2 kip/ft. What is maximum moment?

84.5 kip-ft

26 kip-ft

169 kip-ft

676 kip-ft

#20. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The truss is always unstable

The truss is automatically indeterminate to degree 2

The truss is statically determinate if stable and properly configured

The relation applies only to space trusses

#21. In LRFD steel design, φPn represents what?

Allowable stress multiplied by safety factor

Design strength equal to nominal strength times resistance factor

Service-level unfactored resistance

Required factored load from combinations

#22. Which is a dead load in building design?

Occupant live load in assembly area

Wind pressure on cladding

Self-weight of structural members and permanently attached materials

Temporary construction equipment load

#23. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=5 ksi, b=16 in, a=2.5 in, what is C?

204 kip

200 kip

197.2 kip

170 kip

#24. Which is a dead load in building design?

Occupant live load in assembly area

Temporary construction equipment load

Self-weight of structural members and permanently attached materials

Wind pressure on cladding

#25. A simply supported beam span 22 ft has uniform load 4 kip/ft. What is maximum moment?

968 kip-ft

44 kip-ft

121 kip-ft

242 kip-ft

#26. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

Degree 1

Degree 2

Degree 0

Degree 3

#27. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=80 in^4, K=0.8, L=144 in, what is Pcr?

41.54 kip

6901.49 kip

1725.37 kip

431.34 kip

#28. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

Degree 0

Degree 2

Degree 3

Degree 1

#29. Which is a dead load in building design?

Temporary construction equipment load

Wind pressure on cladding

Self-weight of structural members and permanently attached materials

Occupant live load in assembly area

#30. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=5 ksi, b=16 in, a=2.0 in, what is C?

163.2 kip

136 kip

114.24 kip

160 kip

#31. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=80 in^4, K=2.0, L=168 in, what is Pcr?

50.7 kip

202.82 kip

811.28 kip

14.24 kip

#32. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The truss is always unstable

The truss is automatically indeterminate to degree 2

The relation applies only to space trusses

The truss is statically determinate if stable and properly configured

#33. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.0 kip/ft, L=16 ft, E=30000 ksi, I=240 in^4 (use consistent form), what parameter trend is correct?

Deflection varies with L^4 and is approximately 0.0001 (in consistent normalized units)

Deflection is 0 with L^2 dependence

Deflection increases with larger I

Deflection varies linearly with L and is independent of E

#34. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

Degree 0

Degree 1

Degree 3

Degree 2

#35. Which is a dead load in building design?

Occupant live load in assembly area

Temporary construction equipment load

Wind pressure on cladding

Self-weight of structural members and permanently attached materials

#36. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.5 kip/ft, L=16 ft, E=30000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

Deflection varies with L^4 and is approximately 0.0002 (in consistent normalized units)

Deflection is 0 with L^2 dependence

Deflection increases with larger I

Deflection varies linearly with L and is independent of E

#37. In LRFD steel design, φPn represents what?

Required factored load from combinations

Design strength equal to nominal strength times resistance factor

Allowable stress multiplied by safety factor

Service-level unfactored resistance

#38. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=2.0 kip/ft, L=24 ft, E=29000 ksi, I=120 in^4 (use consistent form), what parameter trend is correct?

Deflection is 0.0002 with L^2 dependence

Deflection increases with larger I

Deflection varies linearly with L and is independent of E

Deflection varies with L^4 and is approximately 0.0025 (in consistent normalized units)

#39. In LRFD steel design, φPn represents what?

Design strength equal to nominal strength times resistance factor

Required factored load from combinations

Service-level unfactored resistance

Allowable stress multiplied by safety factor

#40. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.0 kip/ft, L=24 ft, E=29000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

Deflection varies with L^4 and is approximately 0.0008 (in consistent normalized units)

Deflection increases with larger I

Deflection varies linearly with L and is independent of E

Deflection is 0.0001 with L^2 dependence

#41. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=80 in^4, K=2.0, L=120 in, what is Pcr?

397.53 kip

99.38 kip

19.94 kip

1590.1 kip

#42. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

Degree 3

Degree 0

Degree 1

Degree 2

#43. Which is a dead load in building design?

Wind pressure on cladding

Occupant live load in assembly area

Temporary construction equipment load

Self-weight of structural members and permanently attached materials

#44. A simply supported beam span 29 ft has uniform load 3 kip/ft. What is maximum moment?

1261.5 kip-ft

157.688 kip-ft

43.5 kip-ft

315.375 kip-ft

#45. A simply supported beam span 16 ft has uniform load 3 kip/ft. What is maximum moment?

384 kip-ft

48 kip-ft

96 kip-ft

24 kip-ft

#46. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.0 kip/ft, L=16 ft, E=29000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

Deflection varies linearly with L and is independent of E

Deflection increases with larger I

Deflection varies with L^4 and is approximately 0.0002 (in consistent normalized units)

Deflection is 0 with L^2 dependence

#47. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

Degree 1

Degree 2

Degree 0

Degree 3

#48. A simply supported beam span 25 ft has uniform load 1 kip/ft. What is maximum moment?

78.125 kip-ft

39.062 kip-ft

12.5 kip-ft

312.5 kip-ft

#49. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=4 ksi, b=12 in, a=2.5 in, what is C?

122.4 kip

102 kip

120 kip

73.44 kip

#50. A simply supported beam span 27 ft has uniform load 2 kip/ft. What is maximum moment?

91.125 kip-ft

27 kip-ft

182.25 kip-ft

729 kip-ft

#51. In LRFD steel design, φPn represents what?

Allowable stress multiplied by safety factor

Design strength equal to nominal strength times resistance factor

Required factored load from combinations

Service-level unfactored resistance

#52. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.5 kip/ft, L=24 ft, E=29000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

Deflection varies linearly with L and is independent of E

Deflection is 0.0001 with L^2 dependence

Deflection varies with L^4 and is approximately 0.0012 (in consistent normalized units)

Deflection increases with larger I

#53. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.5 kip/ft, L=24 ft, E=29000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

Deflection varies with L^4 and is approximately 0.0012 (in consistent normalized units)

Deflection is 0.0001 with L^2 dependence

Deflection increases with larger I

Deflection varies linearly with L and is independent of E

#54. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=50 in^4, K=0.8, L=168 in, what is Pcr?

28.15 kip

792.26 kip

3169.05 kip

198.07 kip

#55. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The truss is statically determinate if stable and properly configured

The truss is always unstable

The truss is automatically indeterminate to degree 2

The relation applies only to space trusses

#56. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

Degree 3

Degree 0

Degree 1

Degree 2

#57. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The relation applies only to space trusses

The truss is always unstable

The truss is statically determinate if stable and properly configured

The truss is automatically indeterminate to degree 2

#58. A simply supported beam span 29 ft has uniform load 6 kip/ft. What is maximum moment?

2523 kip-ft

315.375 kip-ft

630.75 kip-ft

87 kip-ft

#59. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=120 in^4, K=2.0, L=120 in, what is Pcr?

2385.15 kip

596.29 kip

24.42 kip

149.07 kip

#60. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The truss is statically determinate if stable and properly configured

The truss is automatically indeterminate to degree 2

The relation applies only to space trusses

The truss is always unstable

#61. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=6 ksi, b=16 in, a=2.0 in, what is C?

117.504 kip

195.84 kip

192 kip

163.2 kip

#62. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=6 ksi, b=16 in, a=3.0 in, what is C?

293.76 kip

313.344 kip

244.8 kip

288 kip

#63. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=2.0 kip/ft, L=24 ft, E=30000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

Deflection is 0.0002 with L^2 dependence

Deflection varies linearly with L and is independent of E

Deflection varies with L^4 and is approximately 0.0016 (in consistent normalized units)

Deflection increases with larger I

#64. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.5 kip/ft, L=16 ft, E=29000 ksi, I=240 in^4 (use consistent form), what parameter trend is correct?

Deflection varies with L^4 and is approximately 0.0002 (in consistent normalized units)

Deflection is 0 with L^2 dependence

Deflection varies linearly with L and is independent of E

Deflection increases with larger I

#65. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=4 ksi, b=16 in, a=3.0 in, what is C?

189.312 kip

195.84 kip

163.2 kip

192 kip

#66. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The truss is statically determinate if stable and properly configured

The truss is automatically indeterminate to degree 2

The relation applies only to space trusses

The truss is always unstable

#67. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=50 in^4, K=1.0, L=120 in, what is Pcr?

31.52 kip

993.81 kip

3975.26 kip

248.45 kip

#68. A simply supported beam span 20 ft has uniform load 4 kip/ft. What is maximum moment?

40 kip-ft

200 kip-ft

100 kip-ft

800 kip-ft

#69. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=50 in^4, K=2.0, L=144 in, what is Pcr?

690.15 kip

43.13 kip

13.14 kip

172.54 kip

#70. Which is a dead load in building design?

Self-weight of structural members and permanently attached materials

Wind pressure on cladding

Temporary construction equipment load

Occupant live load in assembly area

#71. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=6 ksi, b=16 in, a=3.0 in, what is C?

244.8 kip

313.344 kip

288 kip

293.76 kip

#72. Which is a dead load in building design?

Occupant live load in assembly area

Temporary construction equipment load

Self-weight of structural members and permanently attached materials

Wind pressure on cladding

#73. Which is a dead load in building design?

Wind pressure on cladding

Occupant live load in assembly area

Self-weight of structural members and permanently attached materials

Temporary construction equipment load

#74. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The truss is always unstable

The truss is statically determinate if stable and properly configured

The truss is automatically indeterminate to degree 2

The relation applies only to space trusses

#75. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=2.0 kip/ft, L=20 ft, E=29000 ksi, I=120 in^4 (use consistent form), what parameter trend is correct?

Deflection varies with L^4 and is approximately 0.0012 (in consistent normalized units)

Deflection increases with larger I

Deflection is 0.0001 with L^2 dependence

Deflection varies linearly with L and is independent of E

#76. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

Degree 0

Degree 1

Degree 2

Degree 3

#77. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=120 in^4, K=0.8, L=144 in, what is Pcr?

2588.06 kip

50.87 kip

10352.23 kip

647.01 kip

#78. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The truss is automatically indeterminate to degree 2

The truss is always unstable

The relation applies only to space trusses

The truss is statically determinate if stable and properly configured

#79. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.0 kip/ft, L=16 ft, E=29000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

Deflection increases with larger I

Deflection is 0 with L^2 dependence

Deflection varies with L^4 and is approximately 0.0002 (in consistent normalized units)

Deflection varies linearly with L and is independent of E

#80. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The truss is always unstable

The truss is automatically indeterminate to degree 2

The relation applies only to space trusses

The truss is statically determinate if stable and properly configured

#81. A simply supported beam span 22 ft has uniform load 6 kip/ft. What is maximum moment?

181.5 kip-ft

1452 kip-ft

66 kip-ft

363 kip-ft

#82. In LRFD steel design, φPn represents what?

Design strength equal to nominal strength times resistance factor

Allowable stress multiplied by safety factor

Service-level unfactored resistance

Required factored load from combinations

#83. In LRFD steel design, φPn represents what?

Allowable stress multiplied by safety factor

Design strength equal to nominal strength times resistance factor

Required factored load from combinations

Service-level unfactored resistance

#84. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=4 ksi, b=16 in, a=2.0 in, what is C?

128 kip

78.336 kip

130.56 kip

108.8 kip

#85. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=80 in^4, K=2.0, L=168 in, what is Pcr?

14.24 kip

811.28 kip

50.7 kip

202.82 kip

#86. In LRFD steel design, φPn represents what?

Design strength equal to nominal strength times resistance factor

Allowable stress multiplied by safety factor

Service-level unfactored resistance

Required factored load from combinations

#87. A simply supported beam span 24 ft has uniform load 2 kip/ft. What is maximum moment?

72 kip-ft

144 kip-ft

24 kip-ft

576 kip-ft

#88. Which is a dead load in building design?

Occupant live load in assembly area

Self-weight of structural members and permanently attached materials

Wind pressure on cladding

Temporary construction equipment load

#89. In LRFD steel design, φPn represents what?

Required factored load from combinations

Design strength equal to nominal strength times resistance factor

Allowable stress multiplied by safety factor

Service-level unfactored resistance

#90. In LRFD steel design, φPn represents what?

Design strength equal to nominal strength times resistance factor

Allowable stress multiplied by safety factor

Service-level unfactored resistance

Required factored load from combinations

#91. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

Degree 2

Degree 1

Degree 3

Degree 0

#92. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

Degree 1

Degree 2

Degree 0

Degree 3

#93. A simply supported beam span 12 ft has uniform load 2 kip/ft. What is maximum moment?

144 kip-ft

12 kip-ft

18 kip-ft

36 kip-ft

#94. In LRFD steel design, φPn represents what?

Service-level unfactored resistance

Design strength equal to nominal strength times resistance factor

Required factored load from combinations

Allowable stress multiplied by safety factor

#95. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=80 in^4, K=2.0, L=120 in, what is Pcr?

19.94 kip

1590.1 kip

397.53 kip

99.38 kip

#96. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

Degree 3

Degree 2

Degree 0

Degree 1

#97. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=80 in^4, K=1.0, L=144 in, what is Pcr?

33.23 kip

276.06 kip

1104.24 kip

4416.95 kip

#98. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=5 ksi, b=12 in, a=3.0 in, what is C?

180 kip

153 kip

183.6 kip

177.48 kip

#99. In LRFD steel design, φPn represents what?

Design strength equal to nominal strength times resistance factor

Service-level unfactored resistance

Required factored load from combinations

Allowable stress multiplied by safety factor

#100. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

The truss is always unstable

The relation applies only to space trusses

The truss is automatically indeterminate to degree 2

The truss is statically determinate if stable and properly configured

Structural Engineering – Medium Difficulty

Results

#1. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=6 ksi, b=14 in, a=2.5 in, what is C?

#2. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

#3. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=120 in^4, K=1.0, L=168 in, what is Pcr?

#4. A simply supported beam span 11 ft has uniform load 1 kip/ft. What is maximum moment?

#5. Which is a dead load in building design?

#6. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=4 ksi, b=16 in, a=3.0 in, what is C?

#7. Which is a dead load in building design?

#8. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

#9. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

#10. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

#11. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.0 kip/ft, L=16 ft, E=30000 ksi, I=120 in^4 (use consistent form), what parameter trend is correct?

#12. In LRFD steel design, φPn represents what?

#13. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=2.0 kip/ft, L=16 ft, E=29000 ksi, I=240 in^4 (use consistent form), what parameter trend is correct?

#14. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=6 ksi, b=12 in, a=2.5 in, what is C?

#15. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=80 in^4, K=2.0, L=120 in, what is Pcr?

#16. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

#17. Which is a dead load in building design?

#18. A simply supported beam span 22 ft has uniform load 2 kip/ft. What is maximum moment?

#19. A simply supported beam span 26 ft has uniform load 2 kip/ft. What is maximum moment?

#20. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

#21. In LRFD steel design, φPn represents what?

#22. Which is a dead load in building design?

#23. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=5 ksi, b=16 in, a=2.5 in, what is C?

#24. Which is a dead load in building design?

#25. A simply supported beam span 22 ft has uniform load 4 kip/ft. What is maximum moment?

#26. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

#27. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=80 in^4, K=0.8, L=144 in, what is Pcr?

#28. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

#29. Which is a dead load in building design?

#30. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=5 ksi, b=16 in, a=2.0 in, what is C?

#31. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=80 in^4, K=2.0, L=168 in, what is Pcr?

#32. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

#33. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.0 kip/ft, L=16 ft, E=30000 ksi, I=240 in^4 (use consistent form), what parameter trend is correct?

#34. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

#35. Which is a dead load in building design?

#36. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.5 kip/ft, L=16 ft, E=30000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

#37. In LRFD steel design, φPn represents what?

#38. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=2.0 kip/ft, L=24 ft, E=29000 ksi, I=120 in^4 (use consistent form), what parameter trend is correct?

#39. In LRFD steel design, φPn represents what?

#40. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.0 kip/ft, L=24 ft, E=29000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

#41. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=80 in^4, K=2.0, L=120 in, what is Pcr?

#42. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

#43. Which is a dead load in building design?

#44. A simply supported beam span 29 ft has uniform load 3 kip/ft. What is maximum moment?

#45. A simply supported beam span 16 ft has uniform load 3 kip/ft. What is maximum moment?

#46. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.0 kip/ft, L=16 ft, E=29000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

#47. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

#48. A simply supported beam span 25 ft has uniform load 1 kip/ft. What is maximum moment?

#49. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=4 ksi, b=12 in, a=2.5 in, what is C?

#50. A simply supported beam span 27 ft has uniform load 2 kip/ft. What is maximum moment?

#51. In LRFD steel design, φPn represents what?

#52. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.5 kip/ft, L=24 ft, E=29000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

#53. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.5 kip/ft, L=24 ft, E=29000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

#54. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=50 in^4, K=0.8, L=168 in, what is Pcr?

#55. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

#56. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

#57. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

#58. A simply supported beam span 29 ft has uniform load 6 kip/ft. What is maximum moment?

#59. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=120 in^4, K=2.0, L=120 in, what is Pcr?

#60. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

#61. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=6 ksi, b=16 in, a=2.0 in, what is C?

#62. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=6 ksi, b=16 in, a=3.0 in, what is C?

#63. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=2.0 kip/ft, L=24 ft, E=30000 ksi, I=180 in^4 (use consistent form), what parameter trend is correct?

#64. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=1.5 kip/ft, L=16 ft, E=29000 ksi, I=240 in^4 (use consistent form), what parameter trend is correct?

#65. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=4 ksi, b=16 in, a=3.0 in, what is C?

#66. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

#67. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=50 in^4, K=1.0, L=120 in, what is Pcr?

#68. A simply supported beam span 20 ft has uniform load 4 kip/ft. What is maximum moment?

#69. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=50 in^4, K=2.0, L=144 in, what is Pcr?

#70. Which is a dead load in building design?

#71. For a singly reinforced concrete section, compression block force C=0.85f’cba. If f’c=6 ksi, b=16 in, a=3.0 in, what is C?

#72. Which is a dead load in building design?

#73. Which is a dead load in building design?

#74. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

#75. For a simply supported beam with UDL, use δmax=5wL^4/(384EI). Given w=2.0 kip/ft, L=20 ft, E=29000 ksi, I=120 in^4 (use consistent form), what parameter trend is correct?

#76. For a propped cantilever (fixed at one end, roller at other), what is static indeterminacy in the plane?

#77. Using Euler buckling Pcr=π²EI/(KL)², for steel column E=29000 ksi, I=120 in^4, K=0.8, L=144 in, what is Pcr?

#78. A planar truss satisfies m + r = 2j. What does this indicate for ideal pin-connected behavior?

Structural Engineering –
Medium Difficulty