Hai based on HomeworkLib rule we cant solve more then one question or four bits could you please understand and repost remain
If we have any doubt please comment
happy HomeworkLibing and keep smiling...:))
Q3 Weight: 20.00% Consider the beam below: w lb/ft Wlb h ft M lb-ft w ---HI...
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 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...
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...
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 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)...
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. 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...
The x component of the support reaction at A, Ax: 10 / 10 pts System Answer: 0 The y component of the support reaction at 10/10 pts System Answer: 214.8 The y component of the support reaction at B, By. 10 / 10 pts System Answer: 219.2 The shear force equation for section 1. 1 6 ENTER ENTER * 2 tries remaining. 15 point(s) possible The bending moment equation for section 1. ENTER 3 tries remaining. 20 point(s) possible Q1...
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. where w=23 kip/ft L=5 ft find w kip ft C A B L/3 ft L ft The shear equation across the beam. kip ENTER X 2 tries remaining. 1 point(s) possible The bending moment equation across the beam. kip.ft ENTER 3 tries remaining. 1 point(s) possible The internal shear...