w-3kif t-26206 int E#29 x 102 psi L 30 ft FIND: Deflection at center of beam.
Problem 8 GIVEN 2620.6 ins E-29x 10 psi L 30 ft FIND: Deflection at center of beam.
Problem 8 GIVEN 2620.6 ins E-29x 10 psi L 30 ft FIND: Deflection at center of beam.
Part III 1. BEAM ANALYSIS (20pts) 6kips/ft E = 25 x 10° psi , l-200ìn4 1) Express the distributed weight, w(x). 2) Write the boundary conditions. 3) Solve the deflection curve. 4) Find the maximum moment. 5) Find the maximum deflection. お
3) For the beam and loading shown in figure, E = 30 x 106 psi, I = 200 int. Determine (a) the reaction force at A and (b) the deflection at C. 3 ft 8 kip 2 kip/ft IA с в | -8 ft
3) For the beam and loading shown in figure, E = 30 x 106 psi, Ī = 200 int. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft litum A С B -8 ft-
-2 ft, L e beam if ONLY t mited to 18000 psi. with simple supports at A and B and carries loads as shown, w 200 lb/ft, P 500 Ibs. the stress caused by bending moment is considered, its maximum allowed tensile stress is - 10 ft. The beam has the shape of standard schedule 40 steel pipe. Specify suitable diameter for
Q1. deflection at point C For the beam and loading shown, determine (a) the reaction at point A, (b) the Use E-29*106 psi and I=156 in2 9 kips/ft A C w12 x 22 -6 ft 6 ft
Q1. deflection at point C For the beam and loading shown, determine (a) the reaction at point A, (b) the Use E-29*106 psi and I=156 in2 9 kips/ft A C w12 x 22 -6 ft 6 ft
For the cantilever beam and loading shown, determine the slope and defection at point B Take w = 3 kipn and E = 29 x 106 psi. (Round the final answers to three decimal places.) 2.0 in. I kip 4.0 in 3 ft 10-3 rad 0.245 in The slope at point B is The deflection at point B is HintsReferences Book&Resources
For the cantilever beam and loading shown, determine the slope and defection at point B Take w = 3...
3) For the beam and loading shown in figure, E = 30 x 106 psi, 7 = 200 in4. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft A С B -8 ft
3) For the beam and loading shown in figure, E = 30 x 106 psi, 7 = 200 inº. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft A С B -8 ft-