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The x component of the support reaction at A, Ax: 10 / 10 pts System Answer:...
For the beam shown, draw the reactions at supports A and B in the positive direction,...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. w lb/ft aft L ft aft COLLAPSE IMAGES w = 480 lb/ft L = 13 ft 9 = 2 ft Calculate the support reaction Ay lb ENTER 3 tries remaining. 1 point(s) possible Calculate the support reaction Ax lb ENTER 3 tries remaining. 1 point(3) possible Calculate the support...
For the beam shown, draw the reactions at supports A and B in the positive direction,...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. w lb/ft aft L ft aft COLLAPSE IMAGES w = 480 lb/ft L = 13 ft 9 = 2 ft Calculate the support reaction Ay lb ENTER 3 tries remaining. 1 point(s) possible Calculate the support reaction Ax lb ENTER 3 tries remaining. 1 point(3) possible Calculate the support...
For the beam show, calculate: w lb/ft p lb/ft L ft aft bft COLLAPSE IMAGES w...
For the beam show, calculate: w lb/ft p lb/ft L ft aft bft COLLAPSE IMAGES w = 80 lb/ft p = 40 lb/ft L = 8 ft a = 8 ft b= 6 ft The vertical reaction at A. Іь ENTER 3 tries remaining. 1 point(3) possible The vertical reaction at B. lb ENTER 3 tries remaining. 1 point(3) possible The range for section 1. ) ft ENTER 3 tries remaining. 1 point(3) possible The shear force equation for section...
Q3 Weight: 20.00% Consider the beam below: w lb/ft Wlb h ft M lb-ft w ---HI...
Q3 Weight: 20.00% Consider the beam below: w lb/ft Wlb h ft M lb-ft w ---HI bft Cross section EE COLLAPSE IMAGES W = 62 lb/ft W= 139 lb /y = 7 ft 12 =2 ft b = 0.5ft h = 0.1 ft M = 127 lb.ft int.com/#!/assessment/2015/247/Homework%2013 The vertical reaction at A. lb ENTER 3 tries remaining. 1 points) possible The horizontal reaction at A 1/1 pts 0 lb System Answer 0 The vertical reaction at B. lb ENTER...
For the beam shown, draw the reactions at supports A and B in the positive direction,...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. Calculate w lb/ft PID Mb.ft с Lft B a ft bft COLLAPSE IMAGES w = 140 lb/ft P= 200 lb L = 7 ft a = 4 ft b = 4 ft M = 80 lb.ft The vertical reaction at A. (Ay) ID ENTER 3 tries remaining. 1 point(3)...
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...
For the beam shown, draw the reactions at supports A and B in the positive direction,...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. W lb A Lft Lft COLLAPSE IMAGES W = 248 lb L = 7 Calculate the vertical reaction (Ay) at support A ID ENTER 3 tries remaining. 1 point(3) possible Calculate the horizontal reaction (Ax) at support A ID ENTER 3 tries remaining, 1 point(s) possible Calculate the vertical...
w lb/ft Wlb M Ib-ft hft b ft Cross section EE l, ft ft 2 W....
w lb/ft Wlb M Ib-ft hft b ft Cross section EE l, ft ft 2 W. a m FourPoint Course The vertical reaction at B. b ENTER 3 tries remaining. 1 point's) possibie The range for section 1. ft ENTER 3 tries remaining. 1 pointis) possible The shear force equation for section 1 b ENTER 3 tries remaining. 1 pointis) possible The bending moment equation for section 1. b.ft ENTER 3 tries remaining. 1 poinns) possible The range for section...
w lb/ft bft Cross section CC' l ft at B. W. rPoint Course A The horizontal...
w lb/ft bft Cross section CC' l ft at B. W. rPoint Course A The horizontal reaction at A. b ENTER 3 tries remaining. 1 pointis) possible The vertical reaction at A lb ENTER 3 tries remaining. 1 points) possible The range for section 1. t ENTER 3 tries remaining. 1 point's) possible The shear force equation for section 1. b ENTER 3 tries remaining. 1 point/s) possible The bending moment equation for section 1. b.ft ENTER 3 tries remaining....
For the beam shown, draw the reactions at supports A and B in the positive direction,...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. kip ft B L/3 ft Lft COLLAPSE IMAGES w = 17 kipiift L = 9 ft The vertical reaction at support A. (Ay) kip ENTER 3 tries remaining. 1 point(3) possible The horizontal reaction at support A. (Ax) kip ENTER 3 tries remaining. 1 point(s) possible The vertical reaction...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. w lb/ft aft L ft aft COLLAPSE IMAGES w = 480 lb/ft L = 13 ft 9 = 2 ft Calculate the support reaction Ay lb ENTER 3 tries remaining. 1 point(s) possible Calculate the support reaction Ax lb ENTER 3 tries remaining. 1 point(3) possible Calculate the support...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. w lb/ft aft L ft aft COLLAPSE IMAGES w = 480 lb/ft L = 13 ft 9 = 2 ft Calculate the support reaction Ay lb ENTER 3 tries remaining. 1 point(s) possible Calculate the support reaction Ax lb ENTER 3 tries remaining. 1 point(3) possible Calculate the support...
For the beam show, calculate: w lb/ft p lb/ft L ft aft bft COLLAPSE IMAGES w = 80 lb/ft p = 40 lb/ft L = 8 ft a = 8 ft b= 6 ft The vertical reaction at A. Іь ENTER 3 tries remaining. 1 point(3) possible The vertical reaction at B. lb ENTER 3 tries remaining. 1 point(3) possible The range for section 1. ) ft ENTER 3 tries remaining. 1 point(3) possible The shear force equation for section...
Q3 Weight: 20.00% Consider the beam below: w lb/ft Wlb h ft M lb-ft w ---HI bft Cross section EE COLLAPSE IMAGES W = 62 lb/ft W= 139 lb /y = 7 ft 12 =2 ft b = 0.5ft h = 0.1 ft M = 127 lb.ft int.com/#!/assessment/2015/247/Homework%2013 The vertical reaction at A. lb ENTER 3 tries remaining. 1 points) possible The horizontal reaction at A 1/1 pts 0 lb System Answer 0 The vertical reaction at B. lb ENTER...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. Calculate w lb/ft PID Mb.ft с Lft B a ft bft COLLAPSE IMAGES w = 140 lb/ft P= 200 lb L = 7 ft a = 4 ft b = 4 ft M = 80 lb.ft The vertical reaction at A. (Ay) ID ENTER 3 tries remaining. 1 point(3)...
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...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. W lb A Lft Lft COLLAPSE IMAGES W = 248 lb L = 7 Calculate the vertical reaction (Ay) at support A ID ENTER 3 tries remaining. 1 point(3) possible Calculate the horizontal reaction (Ax) at support A ID ENTER 3 tries remaining, 1 point(s) possible Calculate the vertical...
w lb/ft Wlb M Ib-ft hft b ft Cross section EE l, ft ft 2 W. a m FourPoint Course The vertical reaction at B. b ENTER 3 tries remaining. 1 point's) possibie The range for section 1. ft ENTER 3 tries remaining. 1 pointis) possible The shear force equation for section 1 b ENTER 3 tries remaining. 1 pointis) possible The bending moment equation for section 1. b.ft ENTER 3 tries remaining. 1 poinns) possible The range for section...
w lb/ft bft Cross section CC' l ft at B. W. rPoint Course A The horizontal reaction at A. b ENTER 3 tries remaining. 1 pointis) possible The vertical reaction at A lb ENTER 3 tries remaining. 1 points) possible The range for section 1. t ENTER 3 tries remaining. 1 point's) possible The shear force equation for section 1. b ENTER 3 tries remaining. 1 point/s) possible The bending moment equation for section 1. b.ft ENTER 3 tries remaining....
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. kip ft B L/3 ft Lft COLLAPSE IMAGES w = 17 kipiift L = 9 ft The vertical reaction at support A. (Ay) kip ENTER 3 tries remaining. 1 point(3) possible The horizontal reaction at support A. (Ax) kip ENTER 3 tries remaining. 1 point(s) possible The vertical reaction...
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