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MindTap Engineering for Dunlap's Sustainable Energy, SI Edition, 2nd Edition [Instant Access], 1 term (6 months)
2nd Edition
ISBN: 9781337551755
Author: DUNLAP
Publisher: Cengage Learning US
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6. The easiest method to solve the beam shown in question number 14 is
A. Force method
B. Slope deflection method
C. Moment distribution method
D. Virtual work method
E. Stiffness matrix method
17. The value of 8 caused by applying CW moment
at A equal to
18.
A.
ML/2E1
B. ML/3E1
C. ML/4E1
D.
ML/6EI
E. None of the above
For the beam shown below, the moment at A
kN.m CCW. Assume P= 8 kN
equals to ........
A. 20
B. 22.5
C. 25
D. 27.5
E. 30
M
L
A
unlocked
joint
end
pin
P
P
P
B
A
1m 1m
2m
2m
19.
The analysis of indeterminate non sway frames using moment distribution method does not need.....
A. Finding stiffness factors of members
B. Finding fix end moments
C. Using compatibility equations
D. Removing redundants
E. Cand D
0. The frame shown is kinematically
6 kN/m
indeterminate to ................ degree. A, C and D
are fixed. E and B are pinned.
A. First
B. Second
C. Third
D. Fourth
E. None of the above
6 m
Sm
7 m
1.
The moment at A using slope deflection
method equals to
10 kN
..... kN. m CCW.
A. 2.5
B. 5
C. 7.5
D.
10
E. None of the above
2m
2m
B
10 kN
+
2m
+
2m
2.
To solve the beam shown using slope
deflection method,.
...... unknowns (s)
25 kN
15 kN/m
should be selected.
A. One
B. Two
fix
C. Three
D. Four
E. None of the above
magnitude of the rotation at B for the
me shown using slope deflection method
quals to
El constant.
A. -162/EI
B.
-162 El
C. 40/El
D. -40 El
E.
0.3 radian
B
A
3 m
3 m
-4 m-
4k/ft
roller
A fix
18 ft.
To solve the beam shown using slope
deflection method,
should be
fix
selected as equilibrium equation (s).
A. MAB+MBA = 0
B. MAB + MBA 0 and MBC=0
C. MBA+MBC = 0
D. MBA+MBC = 0 and MCB=0
E. None of the above
B
fix
fix
9ft
20 kN/m
80 EN
pin
9 m
3 m
roller
Solve
Chapter 8 Solutions
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- 5. The number of unknowns for the frame shown using slope deflection method is... Assume A, B and D are fixed and interior hinge at C A. Two B. Four C. Six D. Eight E. None of the above 10 kN B Qc 4m A 3m + + 3m 3m 6. 7. The slope-deflection method was originally developed by Heinrich Manderla and Otto Mohr for the purpose of studying. A. secondary stresses in trusses B. secondary stresses in beams and frames C. Indeterminate beams and frames analysis D. Determinate beams and frames analysis E. None of the above In structures that have non-parallel end members, the displacement of the members will be..... A. Similar B. Different C. Proportional D. Zero E. None of the above. 8. The magnitude of the fix end moment at A 4k/ft using slope deflection method equals to pin exfix ...........k. ft. A. 25 B. -25 C. 40 D. -40 E. None of the above. A roller 15 ft- 12 f The magnitude of MBC for the frame shown in question number 3 using slope deflection method equals Assume El constant for all…arrow_forwardQ2. An isotropic rectangular slab (6 x 8) m is fixed at 3- edges and free at one edge as shown below. The reinforcement provides a positive yield moment of (10) kN.m/m and along the fixed edge a negative yield moment (m) of (14) kN.m/ m. Determine the collapse load if the slab carries a u.d.L. of (w) kN/m² including the slab own weight. W free C Gm fixed 8 m darrow_forwardReinforced Concrete Design 4 Second Monthly Exam 15/4/2025 Q1. A double T-concrete beam is prestressed with 2- tendons each of cross-sectional area of (600) mm² as shown below. Determine the allowable service load. Given: Span = 12 m, fse=1400 N/mm², fé= 50 N/mm², Ct = 163 mm, Cb =437 mm, I=7586 x 10 mm*. 10 KN/M * 25.00 x-500x 1500 +500 +100 163 不 -A 500 12m + 437 += 50 1 150 150 600mm 600mmarrow_forward
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