15. Determine the defl of this beam. L=10 ft 、 El-200x10 ection at the end lb-in2...
5) (20 pts) For the simply supported beam shown, find the appropriate W-section to support the loads. L- 15 ft, w 400 lb/ft, P 4000 lb, Ơallow = 36,000 lb/in2 L/2 L/2 wL/2 wL/2 Beam size- 5) (20 pts) For the simply supported beam shown, find the appropriate W-section to support the loads. L- 15 ft, w 400 lb/ft, P 4000 lb, Ơallow = 36,000 lb/in2 L/2 L/2 wL/2 wL/2 Beam size-
Determine the x,y and moment reactions at A in the beam shown. L=10 ft, H = 4 ft, P, = 300 lb, P, = 200 lb P2 H 8 A L
w = 50 lb/ft P = 57 lb L= 7 ft a = 5 ft b = 1 ft ? = 63 deg w lb/ft P lb L ft b ft Ay COLLAPSE IMAGES The horizontal reaction at A. b ENTER The vertical reaction at A b ENTER The vertical reaction at B ENTER Develop the shear and mement equations along the beam. Section 1 Range 3 resremaningon section Currentceam score: t CHECK RANGE
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...
3.23 Determine the resultant of the force system acting on the beam. 5.5 ft 1000 lb 8.2 ft 600 lb 4.5 ftT 1000 lb 1200 lb Figure P3.23
Question 1 10 points Save Answer Determine the shear force 5.94 ft to the right of point A for the beam shown below if p = 965 lb, W = 332 lb/ft, T = 4,028 lb ft, a = 3.82 ft and b = 5.59 ft. P W T в! E D leathe 2 ft2 ft b | 24 | Question 2 10 points Save Answer Determine the bending moment 6.1 ft to the right of point A for the...
1000 lb 2000 lb Draw the shear and moment for the given beam. 400 lb/ft 200 lb/ft Ksht 5 ft 10 ft 10 ft Ri
3. Determine the internal loading at the center of the beam. 3500 lb. 1500 lb./ft, down 45 degrees 2.5 ft 2.5 ft 15 ft. DE of the
Problem 1 This L-beam is in Equilibrium. Determine the reactions at the fixed-end support a) FBD b) Solve for the reactions (YOU SHOULD HAVE 3 and only 3!) |2ft ----2ft - 200 lb 160580 300 Sin 30° 2 ft 150 165 150 lb 1 2 ft 300 lb 3097 2 ft 10 50'
P9.037 A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume LAB-2.5 ft, LBc 7.5 ft, w 1500 lb/ft, P-2100 lb, b-15 in., d-8 in., t 0.45 in. Determine (a) the maximum horizontal shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress BC MB Answers: ksi ƠC,ma,- (b) ksi ƠT,max= (c) P9.037 A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown....