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Salue ember oSections ukip 2kips 4 Kips Salue ember oSections ukip 2kips 4 Kips
Draw v and m diagrams for the beam 15 kips 4 kips/ft 2 kips/ft 70 kip-ft...
Draw v and m diagrams for the beam
15 kips 4 kips/ft 2 kips/ft 70 kip-ft 6 ft 6 ft 4 ft プft 8 ft
Problem 4. (20 pts) Concentrated loads of P-40 kips, Py-22 kips, and P. 16 kips are...
Problem 4. (20 pts) Concentrated loads of P-40 kips, Py-22 kips, and P. 16 kips are applied to the cantilever beam in the locations and directions shown in the figure. The beam cross section shown in the figure has dimensions of b-11 in. and h-3 in. Use a value of a-6.8 in a) Determine the first moment of area to be used about the x-axis. (Q) b) Determine the first moment of area to be used about the y-axis. (a)...
Truss ICA 9 4/40 Determine the force in member BF. 30° 15° 9 kips 3 kips...
Truss ICA 9 4/40 Determine the force in member BF. 30° 15° 9 kips 3 kips 54 st to st Problem 4/40
「(3) BOLTS (3)To BOLTS 1"X 4" PLATE P-60 KIPS 「1" X 4" PLATE P-60 KIPS CONNECTION...
「(3) BOLTS (3)To BOLTS 1"X 4" PLATE P-60 KIPS 「1" X 4" PLATE P-60 KIPS CONNECTION SIDE VIEW (Not to scale) CONNECTION TOP VIEW (Not to scale)
Concentrated loads of Px = 37 kips, Py = 23 kips, and Pz = 19 kips...
Concentrated loads of Px = 37 kips, Py = 23 kips, and Pz = 19 kips are applied to the cantilever beam in the locations and directions shown. The beam cross section shown in has dimensions of b = 9 in. and h = 4 in. Using a value of a = 6.4 in., determine the normal and shear stresses at point K, and calculate the maximum in-plane shear stress at K. (Answers: -14.36 ksi, 0.86 ksi, and 7.23 ksi)...
Problem I (10 points) 6 kips 6 kips 6 kips H Bu The structure shown may...
Problem I (10 points) 6 kips 6 kips 6 kips H Bu The structure shown may be analyzed as a stable, determinate truss. Please calculate all reactions at points X, H, and F. In 4 kips addition, calculate the member forces for the following members: CD, CG, EF, IB, and IH. Use the table below to tabulate answers. For reactions, indicate the magnitude of the force and the correct direction of the force with an arrow. For truss members, give...
shear and bending moment 10 kips 2 k/ft 3 kips/t 3'-0 4'-0" 12'-0" 5' 20' 5"...
shear and bending moment
10 kips 2 k/ft 3 kips/t 3'-0 4'-0" 12'-0" 5' 20' 5" 13.10
CHAPTER FIVE Analysis of Structures 105 10 kips 40 kips 10 kips 20'-0" G H |...
CHAPTER FIVE Analysis of Structures 105 10 kips 40 kips 10 kips 20'-0" G H | 20'-0" | 20 – 0" 20' – 0" 20-0" PROBLEM 5.6 Section 5.5 The Method of Sections For Problems 5.8 through 5.14, use the method of sections. 5.8 Determine the forces in members CD, DH, and HI for the truss shown. 6 kips 8 kips 9'-0" H 22 10 kips 4 bays @ 10'-0" = 40'-0" PROBLEM 5.8 5 m 457 kN 7m 7...
Question 2 Draw the Free Body Diagram for the structure below. 5 kips 14 kips 6...
Question 2 Draw the Free Body Diagram for the structure below. 5 kips 14 kips 6 kips 3'-0" 7'-0" + 6-0" 4'-0" А L = 20'-0" B Upload Choose a File
6 ft. 8 ft. point o 4 ft. 4 ft. F1 = 53 kips F2 =...
6 ft. 8 ft. point o 4 ft. 4 ft. F1 = 53 kips F2 = 69 kips F3 = 23 kips Determine the resultant moment about point of the forces acting on the rod. Enter a numerical answer to one decimal place (xx.x) in units of kip-ft. If the resultant moment is counter-clockwise, enter a positive number. If the resultant moment is clockwise, enter a negative number.
Draw v and m diagrams for the beam
15 kips 4 kips/ft 2 kips/ft 70 kip-ft 6 ft 6 ft 4 ft プft 8 ft
Problem 4. (20 pts) Concentrated loads of P-40 kips, Py-22 kips, and P. 16 kips are applied to the cantilever beam in the locations and directions shown in the figure. The beam cross section shown in the figure has dimensions of b-11 in. and h-3 in. Use a value of a-6.8 in a) Determine the first moment of area to be used about the x-axis. (Q) b) Determine the first moment of area to be used about the y-axis. (a)...
Truss ICA 9 4/40 Determine the force in member BF. 30° 15° 9 kips 3 kips 54 st to st Problem 4/40
「(3) BOLTS (3)To BOLTS 1"X 4" PLATE P-60 KIPS 「1" X 4" PLATE P-60 KIPS CONNECTION SIDE VIEW (Not to scale) CONNECTION TOP VIEW (Not to scale)
Concentrated loads of Px = 37 kips, Py = 23 kips, and Pz = 19 kips are applied to the cantilever beam in the locations and directions shown. The beam cross section shown in has dimensions of b = 9 in. and h = 4 in. Using a value of a = 6.4 in., determine the normal and shear stresses at point K, and calculate the maximum in-plane shear stress at K. (Answers: -14.36 ksi, 0.86 ksi, and 7.23 ksi)...
Problem I (10 points) 6 kips 6 kips 6 kips H Bu The structure shown may be analyzed as a stable, determinate truss. Please calculate all reactions at points X, H, and F. In 4 kips addition, calculate the member forces for the following members: CD, CG, EF, IB, and IH. Use the table below to tabulate answers. For reactions, indicate the magnitude of the force and the correct direction of the force with an arrow. For truss members, give...
shear and bending moment
10 kips 2 k/ft 3 kips/t 3'-0 4'-0" 12'-0" 5' 20' 5" 13.10
CHAPTER FIVE Analysis of Structures 105 10 kips 40 kips 10 kips 20'-0" G H | 20'-0" | 20 – 0" 20' – 0" 20-0" PROBLEM 5.6 Section 5.5 The Method of Sections For Problems 5.8 through 5.14, use the method of sections. 5.8 Determine the forces in members CD, DH, and HI for the truss shown. 6 kips 8 kips 9'-0" H 22 10 kips 4 bays @ 10'-0" = 40'-0" PROBLEM 5.8 5 m 457 kN 7m 7...
Question 2 Draw the Free Body Diagram for the structure below. 5 kips 14 kips 6 kips 3'-0" 7'-0" + 6-0" 4'-0" А L = 20'-0" B Upload Choose a File
6 ft. 8 ft. point o 4 ft. 4 ft. F1 = 53 kips F2 = 69 kips F3 = 23 kips Determine the resultant moment about point of the forces acting on the rod. Enter a numerical answer to one decimal place (xx.x) in units of kip-ft. If the resultant moment is counter-clockwise, enter a positive number. If the resultant moment is clockwise, enter a negative number.
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