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5 kip 1.5 kip/ft Problem 1 (25 points) Determine the slope at B and the displacement...
The member is an A-36 steel structural Tee for which I = 76.8 in Suppose that...
The member is an A-36 steel structural Tee for which I = 76.8 in Suppose that P=64 k. Use the moment-area theorems to solve this problem. (Figure 1). Determine the slope at B Express your answer using three significant figures. ΟΙ ΑΣΦ 11 VOC ? rad Submit Resuest Answer Figure < 1 of 1 > Part Determine the displacement at C Express your answer using three significant figures. 1.5 k/ft ? 190 AED 11 vec Virm in ) Velta_C) =...
5.2 kip-ft 9.5 kip/ft I. PROBLEMS 3) (25 points) The cantilivered W16x45 beam is made of...
5.2 kip-ft 9.5 kip/ft I. PROBLEMS 3) (25 points) The cantilivered W16x45 beam is made of A-36 steel and is subjected to the loading shown. Determine: a) the shear and bending moment diagrams. b) the maximum deflection (in in) at the point B and maximum slope (in rad) of point B using superposition, and c) if a roller support is introduced at B, determine, the force on this additional roller. 1 1 1 1 1 1 1 WW 18 ft
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)
Problem 7.21 The member is an A-36 steel structural Toe for which I -76.8 in Suppose...
Problem 7.21 The member is an A-36 steel structural Toe for which I -76.8 in Suppose that P = 4.3 k. Use the moment area theorems to solve this problem. (Figure 1). ne verucal van ortne tangent M/El diagram between the two po The change in slope between any tw The change in slope between any tw Previous Answers Correct Part B Determine the slope at B Express your answer using three signific ΤΟ ΑΣφνος. Submit Request Answer Figure 101...
Assume Young's Modulus of 200 GPa or 29000 ksi. 10 kip 25 kip 5 kip-ft 1-5...
Assume Young's Modulus of 200 GPa or 29000 ksi.
10 kip 25 kip 5 kip-ft 1-5 kippt 1.5 kip/ft 7 kip-fts B Cam 8ft 8ft 8ft Tallow = 24 ksi Callow = 14.5ksi swe (bending & shear) 1. Select an appropriate I shape that will carry the Loodig. 2. Make Smax < S deflection LAC= 16ft 14co=8ft Sallow L 240 46). maximum both must hint be checked! Note: Your design must satisfy both strength and deflection requirements!
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support...
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support at A is a pin and D is a roller. El is constant. (16 points) 4 kip/ft SBh B 15 ft. C 15 ft. 10 ft. A What is the horizontal displacement at B
1. Determine the slope and displacement at point C. El is constant. Assume A is a...
1. Determine the slope and displacement at point C. El is constant. Assume A is a pin and B is a roller. (25 points) 2 k/ft 12 ft 6 ft
Problem # 2 For the plane truss shown below determine the horizontal displacement at joint 3. Assume A 0.4 in and E...
Problem # 2 For the plane truss shown below determine the horizontal displacement at joint 3. Assume A 0.4 in and E 29,000 ksi, 10 kip (2) 5 kip (3) 12 ft (1) (5) 1 (4) ttr 9 ft + + LF 8F L, in member F (1) (2) (3) (4) (5) "in
Problem # 2 For the plane truss shown below determine the horizontal displacement at joint 3. Assume A 0.4 in and E 29,000 ksi, 10 kip (2)...
Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 f...
Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 ft h 8 ft f 20 ft 12 ft 12 ft 20 ft
Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 ft h 8 ft f 20 ft 12 ft 12 ft 20 ft
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support...
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support at A is a pin and D is a roller. El is constant. (16 points) SBM 4 kip/ft B 15 ft. с 15 ft. 10 ft D Tz A 777
The member is an A-36 steel structural Tee for which I = 76.8 in Suppose that P=64 k. Use the moment-area theorems to solve this problem. (Figure 1). Determine the slope at B Express your answer using three significant figures. ΟΙ ΑΣΦ 11 VOC ? rad Submit Resuest Answer Figure < 1 of 1 > Part Determine the displacement at C Express your answer using three significant figures. 1.5 k/ft ? 190 AED 11 vec Virm in ) Velta_C) =...
5.2 kip-ft 9.5 kip/ft I. PROBLEMS 3) (25 points) The cantilivered W16x45 beam is made of A-36 steel and is subjected to the loading shown. Determine: a) the shear and bending moment diagrams. b) the maximum deflection (in in) at the point B and maximum slope (in rad) of point B using superposition, and c) if a roller support is introduced at B, determine, the force on this additional roller. 1 1 1 1 1 1 1 WW 18 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)
Problem 7.21 The member is an A-36 steel structural Toe for which I -76.8 in Suppose that P = 4.3 k. Use the moment area theorems to solve this problem. (Figure 1). ne verucal van ortne tangent M/El diagram between the two po The change in slope between any tw The change in slope between any tw Previous Answers Correct Part B Determine the slope at B Express your answer using three signific ΤΟ ΑΣφνος. Submit Request Answer Figure 101...
Assume Young's Modulus of 200 GPa or 29000 ksi.
10 kip 25 kip 5 kip-ft 1-5 kippt 1.5 kip/ft 7 kip-fts B Cam 8ft 8ft 8ft Tallow = 24 ksi Callow = 14.5ksi swe (bending & shear) 1. Select an appropriate I shape that will carry the Loodig. 2. Make Smax < S deflection LAC= 16ft 14co=8ft Sallow L 240 46). maximum both must hint be checked! Note: Your design must satisfy both strength and deflection requirements!
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support at A is a pin and D is a roller. El is constant. (16 points) 4 kip/ft SBh B 15 ft. C 15 ft. 10 ft. A What is the horizontal displacement at B
1. Determine the slope and displacement at point C. El is constant. Assume A is a pin and B is a roller. (25 points) 2 k/ft 12 ft 6 ft
Problem # 2 For the plane truss shown below determine the horizontal displacement at joint 3. Assume A 0.4 in and E 29,000 ksi, 10 kip (2) 5 kip (3) 12 ft (1) (5) 1 (4) ttr 9 ft + + LF 8F L, in member F (1) (2) (3) (4) (5) "in
Problem # 2 For the plane truss shown below determine the horizontal displacement at joint 3. Assume A 0.4 in and E 29,000 ksi, 10 kip (2)...
Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 ft h 8 ft f 20 ft 12 ft 12 ft 20 ft
Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 ft h 8 ft f 20 ft 12 ft 12 ft 20 ft
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support at A is a pin and D is a roller. El is constant. (16 points) SBM 4 kip/ft B 15 ft. с 15 ft. 10 ft D Tz A 777
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