Find all the bar forcesHomework Answers
please include a horizontal
reaction at B inaFBD of joint B in last figure. Rbx = 2+2+1 = 5k
towards left.
Q7) Find the member forces in the truss shown in Fig.7 using method of Consistent Deformations....
Q7) Find the member forces in the truss shown in Fig.7 using method of Consistent Deformations. Assume "AE "is constant for all the members. 120 kN 12 ft 9 ft Figure 7
Find the forces (F1,F2,F3 lb) in Fig. 364. (A=26, B=34, C=77) deg, (D=3, E=5, F=6) ft,...
Find the forces (F1,F2,F3 lb) in Fig. 364.
(A=26, B=34, C=77) deg,
(D=3, E=5, F=6) ft,
F4=3740 lb
Find the forces (F1,F2,F3 lb) in Fig. 364. (A=26, B=34, C=77) deg, (D=3, E=5, F=6) ft, F4=3740 lb
(1) (2) A. The square bar shown (Figure 1) is 2 in. thick and 12 ft...
(1) (2)
A. The square bar shown (Figure 1) is 2 in. thick and 12 ft long
and is fixed supported at both ends. A load directed leftward is
applied at point C, as shown, L2 = 10.6 ft from the left end. The
modulus of elasticity is E = 1.5×104 ksi. If point C
moves δ = 3×10−3 in. to the left, what is the applied
force?
B. Consider a new structure, where the thickness of the bar is...
1. The circular bar has a length of 12 ft-o in., a diameter of 1 in.,...
1. The circular bar has a length of 12 ft-o in., a diameter of 1 in., and a modulus of elasticity E = 29x10 psi. It is subjected to an axial force of 10,000 lbs along the centroidal axis of the bar's cross-sectional area as shown. Find the following: (i) Average normal stress and average shear stress at section a-a (ii) Average normal stress and average shear stress at section b-b (iii) The bar total elongation 10,000 lbs 10,000 lbs...
find the reactions at the supports 750 lb 750 lb 150 lb/ft 3 in. 12 in...
find the reactions at the supports
750 lb 750 lb 150 lb/ft 3 in. 12 in ft- 4ft-te4ft- Fig. P5.16
Find all forces and draw a shear and moment diagram. 10 kip 25 kip 1.5 kip/ft...
Find all forces and draw a shear and moment
diagram.
10 kip 25 kip 1.5 kip/ft 1-5 kiple 5 kip-ft 7 kip-ft A B са 8ft eft 8ft A Tallow= 24 ksi Callow = 14.5 ksi >(bending + shear)
4.26? ROBLEMS 4.26 The homogeneous bar AB weighs 25 lb. Determine the magnitudes of the forces...
4.26?
ROBLEMS 4.26 The homogeneous bar AB weighs 25 lb. Determine the magnitudes of the forces acting on the bar at A and B. Neglect friction. 160 lb/ft .4 12 ft Figure P4.26 Figure P4.27 Figure P4.28 4.27 Determine the smallest horizontal force P that would push the homogeneous cylinder of weight Wover the curb. Neglect friction. 4.28 The homogeneous beam AB weighing 800 lb carries the distributed load shown. Find the support reactions at A and B 4.29 The...
8-4. Find all the end moments by slope-deflection for the rigid frame shown in Fig. 8-22....
8-4. Find all the end moments by slope-deflection for the rigid frame shown in Fig. 8-22. Draw the moment diagram, and sketch the deformed structure I04 5 ft 5 ft El constant 10 ft Figure 8-22
Find GERF and then using the method of Joints find the forces in all members. Make...
Find GERF and then using the method of Joints find the forces in all members. Make sure you provide all the angles and magnitude of all the forces in a table stating Compression or Tension. You can use cm to draw the structure. 12-5kN 12:5KN 12:5KN 12.5kN kam am 2m WA VB Vo 2-5 m 0 Chatarrhad .. .
imple 6 – Truss 6000 lb 12 000 lb Given: Truss structure as shown. Find: Forces...
imple 6 – Truss 6000 lb 12 000 lb Given: Truss structure as shown. Find: Forces in each member: AB, BC, AD, EF, BD, BE, CE, CF - 6 ft- - 6 ft- Member specifications: JL AD, DE, EF L2x2xy-doubled BD, CE, BE L2 x 2 x 18-single- AB, BC, CF C3 x 4.1 - doubled -
Q7) Find the member forces in the truss shown in Fig.7 using method of Consistent Deformations. Assume "AE "is constant for all the members. 120 kN 12 ft 9 ft Figure 7
Find the forces (F1,F2,F3 lb) in Fig. 364.
(A=26, B=34, C=77) deg,
(D=3, E=5, F=6) ft,
F4=3740 lb
Find the forces (F1,F2,F3 lb) in Fig. 364. (A=26, B=34, C=77) deg, (D=3, E=5, F=6) ft, F4=3740 lb
(1) (2)
A. The square bar shown (Figure 1) is 2 in. thick and 12 ft long
and is fixed supported at both ends. A load directed leftward is
applied at point C, as shown, L2 = 10.6 ft from the left end. The
modulus of elasticity is E = 1.5×104 ksi. If point C
moves δ = 3×10−3 in. to the left, what is the applied
force?
B. Consider a new structure, where the thickness of the bar is...
1. The circular bar has a length of 12 ft-o in., a diameter of 1 in., and a modulus of elasticity E = 29x10 psi. It is subjected to an axial force of 10,000 lbs along the centroidal axis of the bar's cross-sectional area as shown. Find the following: (i) Average normal stress and average shear stress at section a-a (ii) Average normal stress and average shear stress at section b-b (iii) The bar total elongation 10,000 lbs 10,000 lbs...
find the reactions at the supports
750 lb 750 lb 150 lb/ft 3 in. 12 in ft- 4ft-te4ft- Fig. P5.16
Find all forces and draw a shear and moment
diagram.
10 kip 25 kip 1.5 kip/ft 1-5 kiple 5 kip-ft 7 kip-ft A B са 8ft eft 8ft A Tallow= 24 ksi Callow = 14.5 ksi >(bending + shear)
4.26?
ROBLEMS 4.26 The homogeneous bar AB weighs 25 lb. Determine the magnitudes of the forces acting on the bar at A and B. Neglect friction. 160 lb/ft .4 12 ft Figure P4.26 Figure P4.27 Figure P4.28 4.27 Determine the smallest horizontal force P that would push the homogeneous cylinder of weight Wover the curb. Neglect friction. 4.28 The homogeneous beam AB weighing 800 lb carries the distributed load shown. Find the support reactions at A and B 4.29 The...
8-4. Find all the end moments by slope-deflection for the rigid frame shown in Fig. 8-22. Draw the moment diagram, and sketch the deformed structure I04 5 ft 5 ft El constant 10 ft Figure 8-22
Find GERF and then using the method of Joints find the forces in all members. Make sure you provide all the angles and magnitude of all the forces in a table stating Compression or Tension. You can use cm to draw the structure. 12-5kN 12:5KN 12:5KN 12.5kN kam am 2m WA VB Vo 2-5 m 0 Chatarrhad .. .
imple 6 – Truss 6000 lb 12 000 lb Given: Truss structure as shown. Find: Forces in each member: AB, BC, AD, EF, BD, BE, CE, CF - 6 ft- - 6 ft- Member specifications: JL AD, DE, EF L2x2xy-doubled BD, CE, BE L2 x 2 x 18-single- AB, BC, CF C3 x 4.1 - doubled -
Most questions answered within 3 hours.
-
Smartphones: A poll agency reports that 32% of teenagers aged
12-17 own smartphones. A random sample...
asked 7 minutes ago -
blood glucose level for obese patient population have
a mean of 100 with a standard deviation...
asked 36 minutes ago -
(a) A lightbulb has a resistance of 165 Ω when operating with a
potential difference of...
asked 17 minutes ago -
Questions
Submission Question 2: Stacks
Problem
Write a program that keeps track of where cars are...
asked 16 minutes ago -
Using α = 0.05, test if the mean weight change
is less than 0 if a...
asked 35 minutes ago -
JAVA
Lab -Lottery Calculator
IMPORTANT: This lab is best implemented using a loop structure.
If you...
asked 22 minutes ago -
A diver springs upward with an initial speed of 2.1 m/s from a
3.5-m board.
(a)...
asked 30 minutes ago -
In an isobaric compression process, the volume of steam is
reduced from 1 Mpa and 773...
asked 35 minutes ago -
Which of the following mutations is MOST likely to be
recessive?
A.
Deletion of a haplo-insufficient...
asked 39 minutes ago -
The U.S. Department of Transportation, National Highway Traffic
Safety Administration, reported that 77% of all fatally...
asked 52 minutes ago -
For 1 through 11, create an expression using the relational
operators, the logical operators, and variable...
asked 1 hour ago -
Remove all recursion from the following grammar:
S -> Aa | Bb
A -> Aa |...
asked 58 minutes ago