Homework Answers
30° F M B А с d L=7 m d-5.6 m F 3.1 kN w=2.4 kN/m...
30° F M B А с d L=7 m d-5.6 m F 3.1 kN w=2.4 kN/m M=6.4 kN.m Determine the internal normal force shear force and bending moment at point E, located in the middle of BC. Answer
30° w F M B •E A d ki* L L = 5 m d =...
30° w F M B •E A d ki* L L = 5 m d = 4 m F = 4.6 kN w = 3.9 kN/m M = 9.6 kN.m Determine the internal normal force, shear force and bending moment at point E, located in the middle of BC.
3 ft, 3 ft 3 ft Problem 3. The beam is supported by a pin at...
3 ft, 3 ft 3 ft Problem 3. The beam is supported by a pin at point B and a roller at point E. A distributed load q = 1 kip/ft is applied across AC, and a point load P = 5 kips and counter-clockwise moment M = 9 kips . ft are applied at point D. Determine the reactions at the supports, and draw the shear and bending moment diagrams.
please show all work clearly Problem 6 30° W F M B •E A C d...
please show all work clearly
Problem 6 30° W F M B •E A C d L L L = 2 m d = 1.6 m F = 4.3 kN w = 3.2 kN/m M = 6.9 kN.m Determine the internal normal force, shear force and bending moment at point E, located in the middle of BC.
4 k B Elpc 12 ft ElAB 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The...
4 k B Elpc 12 ft ElAB 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft? and the bending stiffness for beam BC is 60,000 k-ft, find: 1. (5%) The bending moment diagram for the frame. Show...
Q1. Two rigid members (BCDE and EKN) are connected by a pin at E. The structure is supported by a...
Q1. Two rigid members (BCDE and EKN) are connected by a pin at E. The structure is supported by a pin at B and two rollers at D and N. An inclined distributed load is acting between E and K with the horizontal (12 kN/m) and vertical (16 kN/m) components. Neglect own weights and thicknesses of the members. f w 26.667 kN/m, 1.5m Draw necessary free body diagrams and determine the reaction forces at roller supports (D and N) and...
QUESTION 2 Beam ABCD is 8 m in length and is pin-supported at A and roller-supported...
QUESTION 2 Beam ABCD is 8 m in length and is pin-supported at A and roller-supported at C as shown in Figure Q2. A counter-clockwise concentrated moment acts about the support A. A uniformly-distributed load acts on span BC and a vertical concentrated load acts at the free end D a) Determine the reactions at supports A and C. 4 marks) b) Obtain the shear force and the bending moment functions (in terms of x) for each segment along the...
CE 160 Problem 1(15% 4 k B 12 ft AR 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load a...
CE 160 Problem 1(15% 4 k B 12 ft AR 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft and the bending stiffness for beam BC is 60,000 k-ft, find: I. (596) The bending moment diagram for...
Consider the beam below: w lb/ft Wlb h ft M lb-ft ---H --- bft Cross section...
Consider the beam below: w lb/ft Wlb h ft M lb-ft ---H --- bft Cross section EE li ft * COLLAPSE IMAGES W = 53 lb/ft = 148 lb ly = 8 ft 2 = 5 ft b = 0.5 ft h = 0.1 ft M= 143 lb.ft The vertical reaction at A. ENTER 3 tries remaining. 1 point(s) possible The horizontal reaction at A. lb ENTER 3 tries remaining. 1 point(s) possible The vertical reaction at B. ENTER 3...
Bars AB and BE, each of mass 4.4 kg, are welded together and are pin-connected to...
Bars AB and BE, each of mass 4.4 kg, are welded together and are pin-connected to two links AC and BD. The assembly is released from rest in the position shown and neglecting the masses of the links, determine the maximum shear force and bending moment of the bars AB and BE. (Round the final answers to two decimal places.) А 30° E 0.5 m 60° С 0.5 m -BO 30° OD For bar AB, The maximum shear force is...
30° F M B А с d L=7 m d-5.6 m F 3.1 kN w=2.4 kN/m M=6.4 kN.m Determine the internal normal force shear force and bending moment at point E, located in the middle of BC. Answer
30° w F M B •E A d ki* L L = 5 m d = 4 m F = 4.6 kN w = 3.9 kN/m M = 9.6 kN.m Determine the internal normal force, shear force and bending moment at point E, located in the middle of BC.
3 ft, 3 ft 3 ft Problem 3. The beam is supported by a pin at point B and a roller at point E. A distributed load q = 1 kip/ft is applied across AC, and a point load P = 5 kips and counter-clockwise moment M = 9 kips . ft are applied at point D. Determine the reactions at the supports, and draw the shear and bending moment diagrams.
please show all work clearly
Problem 6 30° W F M B •E A C d L L L = 2 m d = 1.6 m F = 4.3 kN w = 3.2 kN/m M = 6.9 kN.m Determine the internal normal force, shear force and bending moment at point E, located in the middle of BC.
4 k B Elpc 12 ft ElAB 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft? and the bending stiffness for beam BC is 60,000 k-ft, find: 1. (5%) The bending moment diagram for the frame. Show...
Q1. Two rigid members (BCDE and EKN) are connected by a pin at E. The structure is supported by a pin at B and two rollers at D and N. An inclined distributed load is acting between E and K with the horizontal (12 kN/m) and vertical (16 kN/m) components. Neglect own weights and thicknesses of the members. f w 26.667 kN/m, 1.5m Draw necessary free body diagrams and determine the reaction forces at roller supports (D and N) and...
QUESTION 2 Beam ABCD is 8 m in length and is pin-supported at A and roller-supported at C as shown in Figure Q2. A counter-clockwise concentrated moment acts about the support A. A uniformly-distributed load acts on span BC and a vertical concentrated load acts at the free end D a) Determine the reactions at supports A and C. 4 marks) b) Obtain the shear force and the bending moment functions (in terms of x) for each segment along the...
CE 160 Problem 1(15% 4 k B 12 ft AR 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft and the bending stiffness for beam BC is 60,000 k-ft, find: I. (596) The bending moment diagram for...
Consider the beam below: w lb/ft Wlb h ft M lb-ft ---H --- bft Cross section EE li ft * COLLAPSE IMAGES W = 53 lb/ft = 148 lb ly = 8 ft 2 = 5 ft b = 0.5 ft h = 0.1 ft M= 143 lb.ft The vertical reaction at A. ENTER 3 tries remaining. 1 point(s) possible The horizontal reaction at A. lb ENTER 3 tries remaining. 1 point(s) possible The vertical reaction at B. ENTER 3...
Bars AB and BE, each of mass 4.4 kg, are welded together and are pin-connected to two links AC and BD. The assembly is released from rest in the position shown and neglecting the masses of the links, determine the maximum shear force and bending moment of the bars AB and BE. (Round the final answers to two decimal places.) А 30° E 0.5 m 60° С 0.5 m -BO 30° OD For bar AB, The maximum shear force is...
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